Durham Tech Facilities Building - 2018.09.17_DEQ-Plans

111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
NC BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS
LIC # C-1209
NC BOARD OF LANDSCAPE
ARCHITECTS LIC # C-104
1616 COOPER ST.
DURHAM, NC 27703
919-743-5722
GENERAL CONDITIONS OF APPROVALDURHAM STANDARD NOTES (cont'd)
RESOURCE ORDINANCE COMPLIANCE
PROJECT NOTES
PROJECT DATA
x SURVEY PROVIDED BY COULTER JEWELL THAMES, PA DATED APRIL 24, 2017
x THIS PROJECT IS SERVED BY PUBLIC WATER AND SEWER.
x ALL NEW UTILITIES ARE TO BE INSTALLED UNDERGROUND.
x THIS SITE IS NOT IN A WATERSHED PROTECTION AREA.
PARCELS:
FLOODPLAIN PROTECTION:FLOOD PLAIN IS LOCATED ON THIS SITE PER FEMA MAP
NUMBER 3720083000J (MAY 2, 2006).
STEEP SLOPE PROTECTION: THERE ARE NO STEEP SLOPES IN THE PROJECT AREA.
WETLANDS PROTECTION:THERE ARE NO WETLANDS IN THE PROJECT AREA.
STREAM BUFFERS: THERE ARE STREAM BUFFERS ON THIS SITE.
VICINITY MAP
1.EROSION CONTROL PLAN REVIEW AND LAND DISTURBANCE PERMIT WILL BE PERFORMED AND ISSUED BY NCDEQ.
CD-0.0 COVER SHEET
CD-1.0 EXISTING CONDITIONS / DEMOLITION PLAN
CD-2.0 SITE PLAN
CD-3.0 GRADING AND DRAINAGE PLAN
CD-9.0 SANDFILTER DETAILS
LIST OF SHEETS
LANDSCAPE ARCHITECT: COULTER JEWELL THAMES, PA
111 WEST MAIN STREET
DURHAM, NC 27701
919-682-0368
CONTACT:JEREMY ANDERSON
CIVIL ENGINEER: COULTER JEWELL THAMES, PA
111 WEST MAIN STREET
DURHAM, NC 27701
919-682-0368
CONTACT: PRESTON ROYSTER
PUBLIC WORKS CONDITIONS OF APPROVAL SPECIAL CONDITIONS OF APPROVAL
EROSION CONTROL NOTES
OWNER: DURHAM TECH. COMM. COLLEGE
1616 COOPER ST.
DURHAM, NC 27705
919-536-7200 EXT. 6206
CONTACT: MARSHALL FULLER
LEVEL 4 SITE PLAN SUBMITTAL
COD CASE #: D1700365
DURHAM, NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION: JULY 2, 2018
RESUBMITTAL : SEPTEMBER 17, 2018
30. JOB SITE COPY: A copy of the approved site plan must be on site and available for periodic inspection and use during construction to evaluate compliance with the approved site plan.
Required inspection will not take place if the jobsite copy is not available and re-inspection fees will be charged.
31. Fire notes to be included on cover sheet:
a. Temporary or permanent roadways of all-weather driving surface, capable of supporting a 75,000 pound vehicle weight, shall be established prior to the commencement of building
construction activities. These roadways shall be extended with the progress of construction so that:
1. All points around the perimeter of a building under construction is no greater than 150 feet travel distance from a roadway,
2. Fire department connections (FDC), either temporary or permanent, are no greater than 100 feet travel distance from a roadway.
b. Temporary weather-resistant street signs of standard size and lettering shall be provided at the intersections of temporary or permanent roadways and shall remain in place until replaced
by permanent signs.
c. Fire hydrants, as shown on the approved site plan, shall be placed in service and made available to the fire department as soon as combustible material arrives on site. No construction
fencing or other barriers are to be placed between the roadway and the hydrants, with minimum 3 feet working clearance around hydrants. Hydrant service shall be extended with the
progress of construction so that:
1. All points around the perimeter of a building under construction is no greater than 500 feet travel distance from a hydrant,
2. Fire department connections (FDC), either temporary or permanent, are no greater than 50 feet travel distance from a hydrant.
29. ROOT ZONE PROTECTION AREA: Equals one foot of radius for every inch of diameter of existing trees, or six foot radius, whichever is greater. No
disturbance allowed within this area. Area must be protected with tree protection fencing and warning signs.
27. LANDSCAPE RE-INSPECTION FEE: Each landscaping compliance inspection after the initial inspection will incur a re-inspection fee, starting at $100 +
4% technology surcharge. Each subsequent re-inspection will increase by $100 + 4%(example 1st-$104, 2nd-$208, 3rd-$312, etc). Payment must be recieved
by the Durham City County Planning Department prior to re-inspection.
26. LANDSCAPING / C.O. STANDARDS NOTE: All landscaping must be in place prior to request for a Certificate of Compliance.
19. Tree Protection Note (UDO Sec. 8.3): Tree protection fencing must be in place prior to any demolition, land disturbance, or issuance of a grading permit
and shall include warning signs posted in both English and Spanish, as follows: "No Trespassing/Tree Protection Area/Prohibido Entrar / Zona Protectora
3DUDORVÈUEROHV
21. Protection of existing vegetation (UDO Sec. 8.3): At the start of grading involving the lowering of existing grade around a tree or stripping of topsoil, a
clean, sharp, vertical cut shall be made at the edge of the tree save area prior to or at the same time as silt fence and other erosion control measures are
installed. The tree protection fencing shall be installed on the side of the cut farthest away from the tree trunk and shall remain in place until all construction in
the vicinity of the trees is complete. No storage of materials, fill, or equipment and no trespassing shall be allowed within the boundary of the protected area.
22. FOR SITES REQUIRED TO HAVE AN ENGINEERED STORM WATER CONTROL DEVICE: Construction plans will not be approved prior to receiving
an executed stormwater facility operation and maintenance permit agreement, payment of the stormwater facility permit fee ($2,000 per engineered storm
water control), and perpetual surety for the continued operation and maintenance of the facility (surety based on final design of pond/device). Contact the
Storm Water Services Division of the Public Works Department.
ARCHITECT: DTW ARCHITECTS & PLANNERS, INC
229 N. GREGSON ST.
DURHAM, NC 27702
919-317-4020
CONTACT: ROBERT SOTOLONGO
STORMWATER STANDARD NOTES
1.AT A MINIMUM, THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BE GOVERNED BY THE MINIMUM STANDARDS OF THE MOST RECENT EDITION
OF THE CITY OF DURHAM (CITY) REFERENCE GUIDE FOR DEVELOPMENT (RGD) AND ANY LETTERS TO INDUSTRY (POSTED ON THE CITY'S WEBSITE) OR
SUPPLEMENTAL NOTIFICATIONS OF RGD UPDATES (ALSO POSTED ON THE CITY'S WEBSITE) THAT ARE IN EFFECT THE DATE CONSTRUCTION DRAWINGS ARE
FIRST RECEIVED FOR REVIEW BY THE CITY.
2.FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]) REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY
SUCH AS TR-20 OR HEC-1 MODELS. FOR EACH SCM, AS APPLICABLE, STAGE-STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS ARE
REQUIRED. ALL TABULATED DATA INCLUDING CALCULATIONS SHOWING THE LIMITING DISCHARGE, WEATHER ORIFICE , BARREL, WEIR, OR OUTLET CONTROL,
AS APPROPRIATE, IS REQUIRED. HYDROCAD, HYDRAFLOW HYDROGRAPHS, AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWARE PROGRAMS
WHICH INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE CITY.
3.STORMWATER CONTROL MEASURE(S) (SCM[S]) PERMIT FEE(S), THE EXECUTED STORMWATER FACILITY AGREEMENT AND COVENANTS (PREPARED BY THE CITY
OF DURHAM STORMWATER DEVELOPMENT REVIEW SECTION) AND EITHER A PAYMENT INTO THE STORMWATER REPLACEMENT FUND OR THE PROVISION OF
AN ALTERNATE SECURITY IS REQUIRED FOR ALL SCM(S) ASSOCIATED WITH THIS DEVELOPMENT. CONSTRUCTION OF THE DEVELOPMENT IS NOT ALLOWED TO
COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH THE TERMS AND CONDITIONS OUTLINED IN THE STORMWATER FACILITY AGREEMENT
AND COVENANTS OR IN ACCORDANCE WITH WRITTEN POLICY. THE DESIGNER SHALL SUBMIT A SEALED ENGINEER'S CONSTRUCTION COST ESTIMATE FOR
EACH SCM PROPOSED IN THE DEVELOPMENT PRIOR TO APPROVAL OF THE CONSTRUCTION DRAWINGS IF A FINANCIAL GUARANTEE IN THE FORM OF
PAYMENT INTO THE STORMWATER REPLACEMENT FUND IS UTILIZED. NOTE THAT THE STORMWATER REPLACEMENT FUND IS THE ONLY FINANCIAL
GUARANTEE OPTION FOR RESIDENTIAL DEVELOPMENTS WITH A HOMEOWNERS ASSOCIATION.
4.AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]), PROVIDED BY THEBMP CERTIFYING ENGINEER (BCE), IS REQUIRED. THE
AS-BUILT CERTIFICATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE CITY OF DURHAM BCE PROGRAM, REFER TO SECTION 8.6, BMP CERTIFYING
ENGINEER PROGRAM FOR STORMWATER BMPS IN THE CITY OF DURHAM, OF THE REFERENCE GUIDE FOR DEVELOPMENT. THE SCM AS-BUILT
CERTIFICATION(S) SHALL BE APPROVED BY THE STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO THE ISSUANCE OF ANY FINAL CERTIFICATES OF
OCCUPANCY/COMPLIANCE FOR DEVELOPMENT, WITH THE EXCEPTION OF WHEN AN APPROPRIATE CONSTRUCTION SECURITY HAS BEEN PROVIDED FOR
SINGLE FAMILY OR TOWNHOME DEVELOPMENT. WITH THIS PROVIDED CONSTRUCTION SECURITY, CERTIFICATES OF OCCUPANCY/COMPLIANCE CAN BE
ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY REQUIREMENTS.
5.THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO
COMMENCING WORK ON ANY STORMWATER CONTROL MEASURE (SCM). IF THE SCM WILL BE CONSTRUCTED INITIALLY AS A SEDIMENTATION AND EROSION
CONTROL (S&EC) DEVICE, TO BE CONVERTED TO A PERMANENT SCM AT A LATER TIME, THE PRECONSTRUCTION MEETING SHOULD BE SCHEDULED PRIOR TO
CONSTRUCTION OF THE S&EC DEVICE. CALL919-560-4326 EXT. 30238 TO SCHEDULE THE MEETING A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO THE
DESIRED MEETING DATE. THIS IS IN ADDITION TO OTHER PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL, ENGINEERING INSPECTIONS,
ETC.
6.ADVISORY COMMENT: AN ASBUILT CERTIFICATION FOR THE STORMWATER BEST MANAGEMENT PRACTICE(S)(BMP[S]), PROVIDED BY THE DEISGN ENGINEER IS
REQUIRED. THE ASBUILT SHALL BE SUBMITTED IN ACCORDANCE WITH THE CITY OF DURHAM BMP CERTIFYING ENGINEER (BCE) PROGRAM , REFER TO SECTION
8.6, BMP CERTIFYING ENGINEER PROGRAM FOR STORMWATER BMPS IN THE CITY OF DURHAM, OF THE REFERENCE GUIDE FOR DEVELOPMENT, APPROVED
BY THE STORMWATER SERVICES SECTION (S3), AND THE BMP(S) SHALL BE INSPECTED AND APPROVED BY S3 PRIOR TO ISSUANCE OF ANY CERTIFICATES OF
OCCUPANCY /COMPLIANCE FOR THE PROJECT.
7.PLEASE NOTE THAT PRIOR TO THE ISSUANCE OF WATER & SEWER PERMITS, STORMWATER SERVICES WILL NEED THE FOLLOWING:
x PERMIT FEES FOR THE WET DETENTION POND ($3,500)
x RECORDED AGREEMENT
x ATTORNEY CERTIFICATION (ALONG WITH OPINION OF TITLE)
x ONE OF THE FOLLOWING:
xx THE STORMWATER FACILITY REPLACEMENT FIND PAYMENT (25% OF THE ENGINEERS COST ESTIMATE FOR BMP
CONSTRUCTION
xx SURETY IN THE AMOUNT OF 20X ANNUAL MAINTENANCE COSTS (ONLY FOR COMMERCIAL PROJECTS)
8. CONSTRUCTION DRAWINGS APPROVAL FOR THIS PROJECT IS CONTINGENT ON RECEIVING STORMWATER APPROVAL FROM NCDEQ.
1. All sizes, materials, slopes, locations, extensions and depths for all proposed utilities (waterlines, sanitary sewer lines and storm drainage
conveyance systems) shall be reviewed at construction drawing submittal and be subject to approval by the City of Durham Public Works
department based upon the design criteria and standards set forth by the Public Works department and be subject to review and approval by the
Public Works department at construction drawing submittal..
2. The designing professional (a NCPE, NCPLS or NCRLA - as required) shall submit three (3) sets of construction drawings to the Public Works
Department - Development Review for review and approval. Construction drawing approval is required prior to commencing construction (see
Construction Plan Approval Process). The approval of construction drawings is separate from site plan approval. City officials shall review all
sizes, materials, slopes, locations, extensions and depths for all proposed utilities (waterlines, sanitary sewer lines and storm drainage
conveyance systems) for compliance with all applicable regulatory standards, specifications, and best management practices..
3. The designing professional (a NCPE, NCPLS, or NCRLA - as required) shall submit one (1) set of as-built drawings to the Public Works
Department - Development Review for review and approval. As-built drawing approval is required prior to water meter installation and/or sanitary
sewer service connection and prior to issuance of a certificate of occupancy.
4. Fire flow analysis required for review and approval as part of the construction drawing approval process. To schedule a
flow test complete the online application (http://durhamnc.gov/1538/Fire-Flow-Test-Request ).
5. If a meter 2" or larger is proposed, contact Water Management at 919-560-4381 ext. 35268 prior to the construction of the meter vault to verify
the type and dimensions of the meter.
6. Water permit required after construction drawing approval and prior to commencing water main installation.
7. An NCDOT or City of Durham Driveway Permit is required.
A. CITY DRIVEWAY NOTE WHERE THERE IS TO BE A NEW DRIVEWAY CONSTRUCTION WITHIN ROW OF A CITY MAINTAINED
STREET AS FOLLOWS: A City of Durham Driveway Permit is required prior to any driveway construction on public right-of-way. Submit
plans for Driveway Permit approval to City Engineering Development Review. After obtaining the permit, please call City of Durham
Engineering Inspection office at 560-4326 prior to start of construction.
B. STATE DRIVEWAY NOTE WHERE THERE IS TO BE A NEW DRIVEWAY CONSTRUCTION WITHIN ROW OF A STATE
MAINTAINED STREET AS FOLLOWS: NCDOT Driveway Permit required prior to construction. Contact NCDOT at 220-4750.
8. SIDEWALK NOTE WHERE THERE IS TO BE A SIDEWALK WITHIN A ROW AS FOLLOWS: The location of the sidewalks shown on this plan
is schematic. A City of Durham and/or NCDOT encroachment permit is required prior to any construction. After obtaining the required permits,
please contact the City of Durham Engineering Construction Inspection office at 560-4326 for a pre-construction conference and field visit prior to
any work on the proposed sidewalk.
9. When sidewalk and curb ramps are proposed:
1. PROWAG standards are to be used. See City of Durham Curb Cuts Details
http://durhamnc.gov/DocumentCenter/Home/View/2114 .
2. For ramps in 'tight' existing developed areas with small ROW's (Downtown, etc) it is recommended specific ramp
details are needed to prevent construction delays. The burden to make it work is on the designing engineer.
10. For Developments required to have a stormwater BMP facility:
A. Final design calculations for the stormwater BMP facility will require the use of storage indication routing methodology such as TR-20
or HEC-1 models. For the BMP facility, provide stage-storage relationship and inflow and outflow hydrographs. Provide all tabulated data
including calculations showing the outlet under orifice control, barrel control and weir control, as appropriate, to show how the routing was
developed.
B. An executed stormwater facility operation and maintenance permit agreement (prepared by Stormwater Services, City of Durham),
payment of stormwater facility permit fee per BMP facility and perpetual surety for the continued operation and maintenance of the facility
is required prior to construction plan approval.
C. An as-built certification for the stormwater BMP(s), provided by the design engineer, is required. The as-built shall be submitted per the
Reference Guide for Development, approved by the Stormwater Services Division and the BMP(s) shall be inspected and approved by t
he Stormwater Services Division prior to issuance of any certificates of occupancy or certificates of compliance for the project.
D. A completed City of Durham Design Summary is required for each stormwater BMP facility no later than at the first construction
drawing submittal.
E. Stormwater BMP facility design calculations will not be reviewed or approved with the Site Plan/Preliminary Plat submittal. All
stormwater BMP facility designs will be reviewed and approved during the construction drawing submittal process.
11. Horizontal and Vertical Separation: A. Sanitary Sewers shall be laid at least 10-feet horizontally from any existing or proposed water main.
The distance shall be measured edge to edge. In cases where it is not practical to maintain a 10-foot separation, the City of Durham may allow
deviation on a case-by-case basis, if supported by data from the design engineer. Such deviation may allow the installation of the sanitary sewer
closer to a water main, provided that the water main is in a separate trench or on an undisturbed earth shelf located on one side of the sanitary
sewer and at an elevation so the bottom of the water main is at least 18-inches above the top of the sewer. B. If it is impossible to obtain proper
horizontal and vertical separation as described above or anytime the sanitary sewer is over the water main, both the water main and sanitary
sewer must be constructed of ferrous pipe complying with the public water supply design standards and be pressure tested to 150-psi to assure
water tightness before backfilling.
12. Construction drawing approval for this project is contingent upon the future purchase of nutrient credits from an approved Nutrient Bank or
NCEEP. If a revised site plan/preliminary plat is submitted for this site, the revised site plan/preliminary plat will be subject to any ordinances in
place at the time of the revised site plan/preliminary plat submission. Prior to the approval of any construction drawings or prior to the release of
any building permits pertaining to this development, whichever comes first, a letter showing the purchase of the nutrient credits for this
development and a copy of the nutrient bank ledger if applicable, showing the total nutrient credits available minus any and all deductions, shall
be provided to Stormwater Services .
25.UDO Site Lighting Note (UDO Sec. 7.4): Measures shall be provided to prevent light spillover onto adjacent properties and glare toward motor vehicle
operators and shall be indicated on the site plan. Exterior lights shall be shielded so that they do not cast direct light beyond the property line. In accordance
with these standards:
a.The maximum illumination at the edge of the property line adjacent to residential zoning is 0.5 foot candles.
b.The maximum illumination at the edge of the property line adjacent to nonresidential zoning is 5.0 foot candles.
c.The maximum illumination at the edge of the property line adjacent to a street is 5.0 foot candles.
d.The level of illumination as measured in foot candles at any one point shall meet the standards in the table in UDO Section 7.4 with minimum and
maximum levels measured on the pavement within the lighted area.
e.The maximum height for directional or full cut-off lighting fixtures (fixtures designed to insure that no light is emitted above a horizontal line parallel to
the ground) shall be 30 feet above grade, measured to the top of the fixture.
f.The maximum height for non-directional lighting fixtures, which are defined as fixtures designed to allow light to be emitted above a horizontal line
parallel to the ground, shall be 15 feet above grade, measured to the top of the fixture.
g.These standards must be verified by field survey (by use of photometric survey) prior to the Certificate of Compliance being issued. All of this
information, including details, will be required on building plans prior to issuance of building permit
28. CITY STORM DRAINAGE EASEMENTS: Centerline of foot wide public storm water drainage easement. Ownership of, and responsibility for
improvement and maintenance of storm water facilities in this easement remains with the Grantor. If the property is within or becomes a part of the City, the
easement and access points to the easement are subject to the terms and restrictions stated in the "Revised Declaration of Rights and Privileges of the City
of Durham in Storm Water Management Facility Easements" recorded in Real Estate Book 2298, Page 208, which document is incorporated herein. This
easement and Revised Declaration do not create the obligation to provide public maintenance. No buildings, structures, fills, embankments or obstructions
permitted within the easement except according to those terms.
DURHAM STANDARD NOTES
1. For sites containing floodplain: All development within the floodway or non-encroachment area or floodway fringe and non-encroachment area
fringe, including fill, new construction, substantial improvements, manufactured housing, storage of materials and storage of toxic or flammable
substances, is prohibited except as provided by applicable Flood Hazard Regulations of UDO Section 3.22 and 8.4.
Floodplain elevation(s): BFE (future) range = 312.0' to 314.6'
Floodplain zone: Zone X (future)
FEMA map number: 372083000J
FEMA map date: May 2, 2006
13. Landscape Mulch: Pine straw shall not be used as mulch or groundcover within ten feet of any structures consisting of exterior combustible
construction as specified by Durham City Code Section 46-87.
17. Undisturbed Landscape Buffers: 20 foot wide undisturbed landscape buffer. No clearing or grading other than selective thinning and ordinary
maintenance of existing vegetation permitted.
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
NC BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS
LIC # C-1209
NC BOARD OF LANDSCAPE
ARCHITECTS LIC # C-104
1616 COOPER ST.
DURHAM, NC 27703
919-743-5722
1.ENSURE ALL EROSION CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER PRIOR TO THE START OF ANY DEMOLITION AND
CONSTRUCTION. EROSION CONTROL MEASURES INSTALLED IN THE PREVIOUS CONTRACT ARE TO BE MAINTAINED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLANS.
2.SEE SITE PLAN SHEET CD-2.0 FOR LAYOUT DIMENSIONS OF EXTENT OF DEMOLISHED AREAS. PAVED AREAS NOT INDICATED TO BE DEMOLISHED,
ARE TO REMAIN. ALL CONCRETE SAW CUTS ARE TO BE CLEAN, STRAIGHT AND NEAT.
3.UTILITIES: SEE UTILITY PLANS. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR LOCATION, REMOVAL AND RELOCATION OF ANY
UTILITIES. CONTRACTOR RESPONSIBLE FOR DETERMINING EXTENT AND LOCATION OF UTILITIES. THIS MAY INCLUDE CONTACTING "NO-CUTS"
TO HELP LOCATE SOME UTILITIES.
4.CONTRACTOR RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE NCDOT AND CITY OF DURHAM RIGHTS OF WAY. ANY DAMAGED
INFRASTRUCTURE IN THE RIGHT OF WAY CAUSED BY CONSTRUCTION ACTIVITIES MUST BE REPAIRED TO CITY OF DURHAM STANDARDS. THIS
INCLUDES, BUT IS NOT LIMITED TO UTILITIES, SIDEWALKS, CURB AND GUTTER, ASPHALT.
5.CONTRACTOR RESPONSIBLE FOR REMOVING EVERYTHING WITHIN THE CLEARING LIMITS AND OFF-SITE WORK ZONE INCLUDING TREES, STUMPS,
TRASH, FENCING, OR BUILDING MATERIALS.
X X X X X X X X X X X X X X X X X XXXXXXXXXX X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
NC BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS
LIC # C-1209
NC BOARD OF LANDSCAPE
ARCHITECTS LIC # C-104
1616 COOPER ST.
DURHAM, NC 27703
919-743-5722
DI 4
CI 3
CI 5
CI 1SF 2
EX. CI 2
EX. FES 1
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
NC BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS
LIC # C-1209
NC BOARD OF LANDSCAPE
ARCHITECTS LIC # C-104
1616 COOPER ST.
DURHAM, NC 27703
919-743-5722
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
NC BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS
LIC # C-1209
NC BOARD OF LANDSCAPE
ARCHITECTS LIC # C-104
1616 COOPER ST.
DURHAM, NC 27703
919-743-5722