NCC223378_ESC Approval Submitted (3)_20220928

PUBLIC WORKS CONDITIONS OF APPROVAL
1. 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.
2. The designing professional (a NCPE, NCPLE 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.
3. Fire flow analysis required for review and approval as part of the construction drawing approval process. To schedule
flow test or to obtain current system data, complete the online application
(http://durhamnc.gov/ich/op/pwd/Pages/fire_flow.aspx)
4. If a meter 2" or larger is proposed, contact Water Management at 560-4381 prior to the construction of the meter
vault to verify the type and dimensions of the meter.
5. Water permit required after construction drawing approval and prior to commencing water main installation.
6. Sewer permit required after construction drawing approval and prior to commencing sanitary sewer main installation.
7. An NCDOT or City of Durham Driveway Permit is required.
8. If Construction drawings are not required after site plan approval, provide the following notes instead of note 1 above:
i. Provide two (2) sets of approved Site Plan documents to Engineering Inspections, 3rd floor, 101 City
Hall Plaza, Durham, NC 27701 at least 5 days prior to beginning construction and contact
Engineering Inspections at 919-560-4326 at least 48 hours prior to beginning construction.
ii. A Construction on City Right-Of-Way/Private Property Permit may be required. Contact the Public works
Customer Service Desk at 919-560-4326.
iii. An encroachment agreement may be required. Contact Engineering Services at 919-560-4326.
10. 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 web site) that are in effect the date construction drawings are first received for review by the city.
11. 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,
whether orifice, weir, barrel 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.
12. 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 are 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 every
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.
13. An As -Built certification for the stormwater control measures (SCM[s]), provided b the BMP certifying engineer
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(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 BMP's 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 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.
14. Stormwater control measure(s) (SCM[s]) design calculations will not be reviewed or approved with the site
plan/preliminary plat submittal. All SCM designs will be reviewed and approved during the construction drawing
submittal process. If, at the time of construction drawing submittal, it is found that the proposed SCM(s) is
undersized, not properly accessible , or otherwise insufficient or unsuitable for the site, it is the responsibility of the
applicant to insure that the applicable stormwater ordinance requirements are met. A revised site plan or preliminary
plat may be required if the originally proposed SCM(s) are found insufficient, not properly accessible, or unsuitable
and alternative SCM(s) with associated easements are required.
15. The developer/contractor shall schedule a pre -construction 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
pre -construction meeting should be scheduled prior to construction of the S&EC device. Call 919-560-4326 Ext.
30238 to schedule the required meeting date. This is in addition to other pre -construction meeting requirements for
erosion control, engineering inspections, etc.
16. To receive site plan/preliminary plat approval for developments other than single family detached, townhome and
duplex residential developments that are making use of nutrient banks of NCEEP, the approval of the site
plan/preliminary plat is contingent upon the purchase of nutrient credits. If a revised site plan/preliminary plat is
submitted for this development, 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 the site plan/preliminary plat, a
letter/reciept 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, is to be provided to the
stormwater development review section.
SPECIAL CONDITIONS OF APPROVAL
1. For developments required to have a stormwater BMP facility:
"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."
2. For Developments required to have a stormwater BMP facility:
"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."
3. For Developments required to have a stormwater BMP facility:
"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 Developoment, approved by the Stormwater Services
Division and the BMP(s) shall be inspected and approved by the Stormwater Services Division prior to
issuance of any certificates of occupancy or certificates of compliance for the project.
4. For Developments required to have a stormwater BMP facility:
"A completed City of Durham Design Summary is required for each stormwater BMP facility no later than at
the first construction drawing submittal.
5. For Developments required to have a stormwater BMP facility:
"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.
REVISIONS TO APPROVED PLANS
FOR SITES WITHOUT FLOODPLAIN
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 MIMIMUM LEVELS MEASURED
ON THE PAVEMENT WITHIN THE LIGHTED AREA.
e. THE MAXIMUM HEIGHT FOR DIRECTIONAL OF 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.
BUFFER AUTHORIZATION BY THE NORTH CAROLINA DIVISION OF WATER
QUALITY (NCDWQ) IS REQUIRED PRIOR TO CONSTRUCTION DRAWING
APPROVAL. SITE PLAN CHANGES OCCURRING AS A RESULT OF
ALTERATIONS NEEDED TO RECEIVE BUFFER AUTHORIZATION MAY
RESULT IN THE NEED FOR A SITE PLAN AMENDMENT OR A NEW SITE
PLAN BASED ON THE SCOPE OF THE REQUIRED CHANGES. IF A SITE
PLAN AMENDMENT OR NEW SITE PLAN IS REQUIRED IT MUST BE
APPROVED PRIOR TO CONSTRUCTION DRAWING APPROVAL. CONTACT
THE DURHAM CITY -COUNTY PLANNING DEPARTMENT AT 919-560-4137
TO DETERMINE IF A SITE PLAN AMENDMENT OR A NEW SITE PLAN WILL
BE REQUIRED.
EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL
INSPECTION WILL INCUR A RE -INSPECTION FEE. PAYMENT MUST BE
RECEIVED BY THE DURHAM CITY COUNTY PLANNING DEPARTMENT PRIOR
TO RE -INSPECTION.
FOOT WIDE UNDISTURBED LANDSCAPE BUFFER. NO CLEARING OR
GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY
MAINTENANCE OF EXISTING VEGETATION PERMITTED.
a. PRESERVED TREE COVERAGE AREAS SHALL NOT BE USED FOR
ACTIVE RECREATIONAL PURPOSES, EXCEPT FOR WALKING PATHS
AND FOOT TRAILS CONSTRUCTED WITH MINIMAL DISTURBANCE OF
TREE ROOTS AND EXISTING VEGETATION PROVIDED A REGISTERED
ARBORIST HAS CERTIFIED THAT THE CONSTRUCTION OF THE TRAIL
HAS BEEN DESIGNED TO MINIMIZE IMPACT TO THE EXISTING TREES.
NO TREE OVER 10 INCHES SHALL BE REMOVED FOR THE
CONSTRUCTION OF TRAILS. SITE PLAN APPROVAL IS REQUIRED FOR
CONSTRUCTION OF TRAILS IN PRESERVED TREE COVERAGE AREAS.
b. ALL BUILDINGS SHALL BE SET BACK AT LEAST 10 FEET FROM THE
EDGE OF ANY PRESERVED TREE COVERAGE AREA.
c. UTILITY LINES AND DRAINAGE CHANNELS SHALL BE MINIMIZED
WITHIN THE ROOT PROTECTION ZONES OF THE TREES TO BE
SAVED. PREFERABLY, SUCH FACILITIES SHOULD BE LOCATED
ADJACENT TO DRIVEWAYS AND IN GROUPINGS ALLOWED BY SOUND
ENGINEERING PRACTICES.
THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS, AS SHOWN
ON FIRM PANEL 0729 DATED 10/19/2018 .
A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE INSTALLATION OF EACH UTILITY. ALL UTILITIES SHALL SUBMIT PLAN DRAWINGS AND
APPLICATIONS TO THE CITY ENGINEERING DIVISION.
1. IF MORE THAN 12,000 SQ. FT. IS DISTURBED, A LAND -DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE COMMENCEMENT OF ANY LAND -DISTURBING
ACTIVITIES.
2. IF MORE THAN 20,000 SQ. FT. IS DISTURBED, A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE
OF A LAND -DISTURBANCE PERMIT.
3. TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT, TREE PROTECTION CERTIFICATION MUST BE SUBMITTED TO THE DURHAM
COUNTY EROSION CONTROL DIVISION AND TREE PROTECTION INSPECTION COMPLETED PRIOR TO A LAND -DISTURBANCE PERMIT ISSUANCE.
4. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED, THE DISTURBED AREA MUST BE INCLUDED IN THE LAND DISTURBANCE PLAN AND PERMIT UNLESS
ALREADY PERMITTED.
5. IF THE DISTURBED AREA EXCEEDS FIVE ACRES, AN IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR TO LAND -DISTURBING PERMIT ISSUANCE.
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VICINITY MAP
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3901 S ROXBORO ST.
DURHAM, NC 27713
SHEET INDEX:
C000 COVER SHEET
C100 EX.CONDITIONS/DEMOLITION PLAN
C101 EX.CONDITIONS/DEMOLITION PLAN
C102 EX.CONDITIONS/DEMOLITION PLAN
C200 GRADING PLAN
C201 GRADING PLAN
C202 GRADING PLAN
C300 EROSION CONTROL PLAN(PHASE 1)
C301 EROSION CONTROL PLAN PHASE I
C302 EROSION CONTROL PLAN PHASE I
C304 EROSION CONTROL PLAN PHASE II
C305 EROSION CONTROL PLAN PHASE II
C306 EROSION CONTROL PLAN PHASE II
C400 DETAILS
C401 DETAILS
C500 DRAINAGE AREA EROSION CONTROL PHASE I
C501 DRAINAGE AREA (EROSION CONTROL PHASE 11)
if Waller & Associates, PC
SITE DEVELOPMENT - INFRASTRUCTURE- PLANNERS- SURVEYORS
A MINORITY OWNED ENGINEERING AND SURVEYING FIRM
7-L DUNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT 421-026-274
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.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CITY OF
DURHAM, DURHAM COUNTY AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
a) A SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED
AND APPROVED PRIOR TO THE ISSUANCE OF A
LAND -DISTURBANCE PERMIT.
b) IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE
INCLUDED IN THE LAND -DISTURBANCE PLAN AND PERMIT
UNLESS THE SPOIL/BORROW SITE ALREADY HAS A
LAND -DISTURBANCE PERMIT.
AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING
GRADE AROUND A TREE OF 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.
GENERAL CONDITIONS OF APPROVAL
1. Stormwater Drainage Easement Note (Width determined at construction drawings):
"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 current owner. 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 building, structures, fills embankments or obstructions permitted within the easement
except according to those terms".
2. Stream Buffer Notes (Width determined at Rezoning or Site Plan):
11 foot wide undisturbed stream buffer each side of stream, measured from top of bank. No clearing or
grading other than selective thinning and ordinary maintenance of existing vegetation permitted."
3. Floodplain Notes:
"All development within the floodway and floodway 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."
4. General Notes:
"State and federal permit authorization may be required from the DEHNR and the U.S. Corps of Engineers
prior to the commencement of any land disturbing activities in or near a lake, stream, creek, tributary or any
unnamed body of water and it's adjacent wetlands."
ROOT PROTECTION NOTE (UDO SEC 8.3)
EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES, OR SIX FOOT RADIUS, WHICHEVER IE
GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION
FENCING AND WARNING SIGNS.
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
TRESSPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PARA LOS ARBOLES".
APPROVALS:
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STUDIO I ARCHITECTURE
COVER SHEET

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' LL o 0 0 I a- o GODOGREDO T. NG ZONE: PDR 3.44 IIII I I I � I 1 1 652 Edenberry Dr. (Open Space) ZONE: PDR 3.44 DANIEL BIRMINGHAM
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J w N N PIN 0729-01-17-3699 DB 6228 PG 965 111 PIN 0729-01-17-6598 4403 Dolwick Dr. 22" PIN
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it = 00 ° PB 141 PG 171-175 (LOT 29)
O
SITE SURVEY WAS PROVIDED BY THE OWNER. IC WALLER &ASSOCIATES, PC IS
NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PROVIDED.
DEMOLITION LEGEND
CONTRACTOR SHALL DEMOLISH AND PROPERLY
DISPOSE OF SURFACE ITEMS OFF -SITE
TP TREE PROTECTION FENCING PER DETAIL 5/C400
� CL � CONSTRUCTION LIMITS
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
DEMOLITION NOTES
EXISTING CONDITIONS LEGEND
VJTR WrR
GAS GAS
UG-PWR
UG-TEL
STSWR
UG-FO
-
--cry--- cry- - -cTv-
EX. WATER LINE
EX. GAS LINE
EX. UNDERGROUND ELECTRIC
EX. UNDERGROUND TELEPHONE
EX. STORM SEWER
EX. UNDERGROUND FIBER OPTIC
EX. UNDERGROUND CABLE TV
N
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JULIETTE DR.
Vl CI NI T Y MAP
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: +17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
Waller SL Associates, PC
SITE DEVELOPMENT -INFRASTRUCTURE -PLANNERS -SURVEYORS
A MrNORFLY OWNED ENGLNEERING AND SURVEYING FIRM
7-L DITNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
Know what's below.
Call before you dig.
SCALE 1 " = 40'
0 40' 80'
1. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO THE START OF ANY EXCAVATION.
2. ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED FROM SITE AS DEMOLITION PROGRESSES (DAILY). ALL DEMOLITION DEBRIS SHALL BE PROPERLY TRANSPORTED AND DISPOSED OF OFF -SITE.
3. CONTRACTOR SHALL DEMOLISH ALL CONCRETE PAVEMENT, SIDEWALK AND CURBING TO THE NEAREST JOINT.
4. UPON COMPLETION OF DEMOLITION, CONTRACTOR SHALL REMOVE ALL TOOLS, EQUIPMENT, AND DEMOLITION MATERIALS FROM THE SITE.
5. CONTRACTOR SHALL PROTECT UTILITIES WITHIN THE DEMOLITION AREA THAT ARE TO REMAIN IN SERVICE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGE TO THOSE UTILITIES.
6. CONTRACTOR SHALL PROVIDE ALL BARRICADES, CONES, SIGNS, FLAGMAN ETC. TO PROTECT PEDESTRIANS AND VEHICLES.
7. CONTRACTOR SHALL BACKFILL ALL VOIDS CREATED BY THE REMOVAL OF THE UNDERGROUND UTILITIES WITH SUITABLE FILL AS DETERMINED BY THE ON -SITE GEOTECHINICAL ENGINEER.
KI
TUDIO I ARCHITECTU
EX. CONDITIONS/
DEMOLITION PLAN

MATCH -LINE SEE SHEET 102
ELM GROVE TOWNHOME ASSOCIATION, INC.
4024 S. Roxboro St. (Common Area)
ZONE: PDR 4.80
PIN 0729-01-08-6828
DB 5890 PG 422
PB 170 PG 362-374
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SITE SURVEY WAS PROVIDED BY THE OWNER. IC WALLER &ASSOCIATES, PC IS
NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PROVIDED.
DEMOLITION LEGEND
CONTRACTOR SHALL DEMOLISH AND PROPERLY
DISPOSE OF SURFACE ITEMS OFF -SITE
TP TREE PROTECTION FENCING PER DETAIL 5/C400
CL CONSTRUCTION LIMITS
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
DEMOLITION NOTES
MATCH -LINE SEE SHEET 100
EXISTING CONDITIONS LEGEND
WTR WrR
GAS GAS
UG-PWR
UG-TEL
STSWR
UG-FO
— — CN — — — CN — — — CTV —
EX. WATER LINE
EX. GAS LINE
EX. UNDERGROUND ELECTRIC
EX. UNDERGROUND TELEPHONE
EX. STORM SEWER
EX. UNDERGROUND FIBER OPTIC
EX. UNDERGROUND CABLE 1V
N
S
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2
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SI TE
0
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JULIETTE DR.
Vl CI NI T Y MAP-
N. T.S.
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: 1174 1198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: +17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDINGS) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
OF THE 97 PROVIDED PARKING SPACES 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PAN EL#.............................0729
EFFECTIVE DATE................10/19/2018
if Waller SL Associates, PC
SITE DEVELOPMENT -INFRASTRUCTURE -PLANNERS -SURVEYORS
A MINORITY OWNED ENGINEERING AND SURVEYING FIRM
7-L DtJNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
Know what's below.
Call before you dig.
SCALE 1 " = 40'
NOR
0 40' 80'
1. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO THE START OF ANY EXCAVATION.
2. ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED FROM SITE AS DEMOLITION PROGRESSES (DAILY). ALL DEMOLITION DEBRIS SHALL BE PROPERLY TRANSPORTED AND DISPOSED OF OFF -SITE.
3. CONTRACTOR SHALL DEMOLISH ALL CONCRETE PAVEMENT, SIDEWALK AND CURBING TO THE NEAREST JOINT.
4. UPON COMPLETION OF DEMOLITION, CONTRACTOR SHALL REMOVE ALL TOOLS, EQUIPMENT, AND DEMOLITION MATERIALS FROM THE SITE.
5. CONTRACTOR SHALL PROTECT UTILITIES WITHIN THE DEMOLITION AREA THAT ARE TO REMAIN IN SERVICE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGE TO THOSE UTILITIES.
6. CONTRACTOR SHALL PROVIDE ALL BARRICADES, CONES, SIGNS, FLAGMAN ETC. TO PROTECT PEDESTRIANS AND VEHICLES.
7. CONTRACTOR SHALL BACKFILL ALL VOIDS CREATED BY THE REMOVAL OF THE UNDERGROUND UTILITIES WITH SUITABLE FILL AS DETERMINED BY THE ON -SITE GEOTECHINICAL ENGINEER.
KI
TUDIO I ARCHITECTU
ARCHITECT
EVOKE STUDIO I ARCHITECTURE
401 FOSTER STREET, SUITE B1
DURHAM, NC 27701
T: 919.495.6079
CIVIL ENGINEER
JC WALLER & ASSOCIATES, PC
7-L DUNDAS CIR
GREENSBORO, NC 27407
T: 336.697.2637
LANDSCAPE ARCHITECT
REVINGTON REAVES
1250 REVOLUTION MILL DRIVE, SUITE 143
GREENSBORO, NC 27405
T: 978.793.2297
STRUCTURAL ENGINEER
MMSA, INC.
30 PATEVVOOD DR. SUITE 100
GREENVILLE, SC 29615
T: 864.331.1201
MEP ENGINEER
DEWBERRY ENGINEERING
2610 WYCLIFF RD, SUITE 410
RALEIGH, NC 27607.3073
T: 919.881.9939
F: 919.881.9923
NC LICENSE: F-0929
AUDIO VISUAL
KONTEK
318 HOLLAND ST
DURHAM, NC 27701
T: 919.680.4321
LIGHTING
GLIMMER & GLOW ARCHITECTURAL LIGHTING
4711 HOPE VALLEY RD, SUITE 4F-611
DURHAM, NC 27707
T: 919.425.8945
FOOD SERVICE
KRM FOOD SERVICE DESIGN & CONSULTING
9116 LANIGAN STREET
CHARLOTTE, NC 28277
T: 704.724.1045
SPECIFICATIONS
G2 SPECS, INC.
3301 N HAMMOCK DUNES VILLAGE POINT
LECANTO, FL 34461
T:104.609.2174
COST ESTIMATING
HARRISCOST
PO BOX 14979
SURFSIDE BEACH, SC 29587
T: 864.307.0021
CONSTRUCTION MANAGER
LECHASE CONSTRUCTION
324 BLACKWELL ST, SUITE 1200
DURHAM, NC 27701
T: 919.688.5300
Thistlrasrm isthe ro ed ofEIOKEStudioArch¢isoottobeecture,and
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reproduced or copied in whole or in can. It is only to be used for the project
and site s specifically idenlilledherein and is not to be used on an other project.
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0 2022 by EVOKE Studio Architecture
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EX. CONDITIONS/
DEMOLITION PLAN

TOP: 323.38
INV OUT (SE): 319.03
TOP: 321.60
INV IN (NW): 317.17
INV OUT (NE): 317.08
ELM GROVE TOWNHOME ASSOCIATION, INC.
3920 S. Roxboro St. (Common Area)
ZONE: 01
PIN 0729-01-19-4515
DB 6460 PG 794
PB 162 PG 166-178
MATCH -LINE SEE SHEET 101
TOP: 315.18
INV IN (SE): 305.88
INV OUT (NE): 305.78
TOP: 314.23
INV IN (SE): 306.23
INV OUT (NW): 306.21
TOP: 313.09
INV IN (SW): 306.84
INV OUT (NW): 306.84
SITE SURVEY WAS PROVIDED BY THE OWNER. IC WALLER &ASSOCIATES, PC IS
NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PROVIDED.
ELM GROVE TOWNHOME ASSOCIATION, INC.
3920 S. Roxboro St. (Common Area)
ZONE: 01
PIN 0729-01-19-4515
DB 6460 PG 794
PB 162 PG 166-178
TOP:287.07
INV IN(SE):278.22
INV OUT(NW):278.22
TOP: 287.19
INV OUT (NW): 279.09
TOP: 286.07
INV IN (E): 277.80
INV IN (SW): 277.59
INV OUT (NE): 277.:
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EXISTING CONDITIONS LEGEND
VJTR WrR
GAS GAS
UG-PWR
UG-TEL
STSWR
UG-FO
--CN---CN---CN-
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
EX. WATER LINE
EX. GAS LINE
EX. UNDERGROUND ELECTRIC
EX. UNDERGROUND TELEPHONE
EX. STORM SEWER
EX. UNDERGROUND FIBER OPTIC
EX. UNDERGROUND CABLE TV
DEMOLITION NOTES
DEMOLITION LEGEND
CONTRACTOR SHALL DEMOLISH AND PROPERLY
DISPOSE OF SURFACE ITEMS OFF -SITE
TP TREE PROTECTION FENCING PER DETAIL 5/C400
� CL CONSTRUCTION LIMITS
N
10
S
U
2
0
SI TE
0
0
U
U
JULIETTE DR.
Vl CI NI T Y MAP-
N. T.S.
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: +17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
if Waller SL Associates, PC
SITE DEVELOPMENT -INFRASTRUCTURE -PLANNERS -SURVEYORS
A MrNORIIY OWNED ENGLNEERING AND SURVEYING FIRM
7-L DtJNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
Know what's below.
Call before you dig.
SCALE 1 " = 40'
NOR
0 40' 80'
1. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO THE START OF ANY EXCAVATION.
2. ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED FROM SITE AS DEMOLITION PROGRESSES (DAILY). ALL DEMOLITION DEBRIS SHALL BE PROPERLY TRANSPORTED AND DISPOSED OF OFF -SITE.
3. CONTRACTOR SHALL DEMOLISH ALL CONCRETE PAVEMENT, SIDEWALK AND CURBING TO THE NEAREST JOINT.
4. UPON COMPLETION OF DEMOLITION, CONTRACTOR SHALL REMOVE ALL TOOLS, EQUIPMENT, AND DEMOLITION MATERIALS FROM THE SITE.
5. CONTRACTOR SHALL PROTECT UTILITIES WITHIN THE DEMOLITION AREA THAT ARE TO REMAIN IN SERVICE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGE TO THOSE UTILITIES.
6. CONTRACTOR SHALL PROVIDE ALL BARRICADES, CONES, SIGNS, FLAGMAN ETC. TO PROTECT PEDESTRIANS AND VEHICLES.
7. CONTRACTOR SHALL BACKFILL ALL VOIDS CREATED BY THE REMOVAL OF THE UNDERGROUND UTILITIES WITH SUITABLE FILL AS DETERMINED BY THE ON -SITE GEOTECHINICAL ENGINEER.
KI
TUDIO I ARCHITECTU
EX. CONDITIONS/
DEMOLITION PLAN

__LM GROVE TOWNHOME ASSOCIATION, If
4024 S. Roxboro St.(Common Area)
ZONE: PDR 4.80
PIN 0729-01-08-6828
DB 5890 PG 422
PB 170 PG 362-374
TOP: 325.53
INV IN (S): 318.78
INV OUT (N): 318.76
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INV OUT (W): 332.43
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TOP: 338.06
INV IN (E): 330.09
INV IN (NW): 330.04
INV OUT (N): 330.04 w
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TOP: 339.26
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INV IN (E): 331.41 -
INV OUT (W): 331.06 0
THAXTON HOMEOWNERS ASSOCIATION,
INC.
5002 Thaxton PL(Common Area)
ZONE: PDR 3.44
PIN 0729-01-17-0988 io
DB 5856 PG 853 w
PB 156 PG 289-297 0
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li v 1 a- GODOGREDO T. NG ( ) 4403 Nightfall Ct. I I III III 1 OWNERS ASSOCIATION, INC.
I I 652 Edenberry Dr. (Open Space) ZONE: PDR 3.44 DANIEL BIRMINGHAM
5' 01 0 � 0 ZONE: PDR 3.44 I I �I
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GRADING LEGEND
- - -821- - - EX. CONTOURS
810 PROP. CONTOURS MAJOR
SITE SURVEY WAS PROVIDED BY THE OWNER. IC WALLER &ASSOCIATES, PC IS
NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PROVIDED.
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
GRADING NOTES
1. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
2. INSTALL INLET PROTECTION AROUND ALL YARD, CURB AND GRATE INLETS WITHIN THE PROJECT LIMITS.
3. CONSTRUCT AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL PRACTICES AND MEASURES IN ACCORDANCE WITH THE
APPROVED SEDIMENTATION CONTROL PLAN AND CONSTRUCTION SCHEDULE.
4. REMOVE GOOD TOPSOIL FROM AREAS TO BE GRADED AND FILLED, AND PRESERVE IT FOR USE IN FINISHING THE GRADING OF ALL
CRITICAL AREAS.
5. SCARIFY AREAS TO BE TOPSOILED TO A MINIMUM DEPTH OF 2 INCHES BEFORE PLACING TOPSOIL.
6. CLEAR AND GRUB AREAS TO BE FILLED BY REMOVING TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL THAT
WOULD AFFECT THE PLANNED STABILITY OF THE FILL.
7. ENSURE THAT FILL MATERIAL IS FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS AND OTHER MATERIALS
INAPPROPRIATE FOR CONSTRUCTING STABLE FILLS.
8. DO NOT INCORPORATE FROZEN, SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS INTO FILL SLOPES.
9. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL GRADING IS COMPLETED ON EACH AREA IN THE GRADING
PLAN. APPLY TEMPORARY STABILIZATION MEASURES ON ALL GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR
30 WORKING DAYS OR LONGER.
10. CHECK ALL GRADED AREAS AND EROSION AND SEDIMENTATION CONTROL MEASURES ON A WEEKLY BASIS AND AFTER ANY HEAVY
RAINFALLS. PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES. IF WASHOUTS OR
BREAKS OCCUR, REPAIR THEM IMMEDIATELY.
11. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAWED UNLESS INDICATED OTHERWISE ON THE PLANS.
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N. T. S.
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: 1174 1198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: +17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PAN EL#.............................0729
EFFECTIVE DATE................10/19/2018
Wa[[er B�.Assoeiates, PC
SITE DEVELOPMENT -INFRASTRUCTURE -PLANNERS -SURVEYORS
A MINORITY OWNED ENGINEERING AND SURVEYING FIRM
7-L DIINDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
Know what's below.
Call before you dig.
SCALE 1 " = 40'
NOR
0 40' 80'
KI
TUDIO I ARCHITECTU
ARCHITECT
EVOKE STUDIO I ARCHITECTURE
401 FOSTER STREET, SUITE B1
DURHAM, NC 27701
T: 919.495.6079
CIVIL ENGINEER
JC VVALLER & ASSOCIATES, PC
7-L DUNDAS CIR
GREENSBORO, NC 27407
T: 336.697.2637
LANDSCAPE ARCHITECT
REVINGTON REAVES
1250 REVOLUTION MILL DRIVE, SUITE 143
GREENSBORO, NC 27405
T: 978.793.2297
STRUCTURAL ENGINEER
MMSA, INC.
30 PATEVVOOD DR. SUITE 100
GREENVILLE, SC 29615
T: 864.331.1201
MEP ENGINEER
DEWBERRY ENGINEERING
2610 MCLIFF RD, SUITE 410
RALEIGH, NC 27607.3073
T: 919.881.9939
F: 919.881.9923
NC LICENSE: F-0929
AUDIO VISUAL
KONTEK
318 HOLLAND ST
DURHAM, NC 27701
T: 919.680.4321
LIGHTING
GLIMMER & GLOW ARCHITECTURAL LIGHTING
4711 HOPE VALLEY RD, SUITE 4F-611
DURHAM, NC 27707
T: 919.425.8945
FOOD SERVICE
KRM FOOD SERVICE DESIGN & CONSULTING
9116 LANIGAN STREET
CHARLOTTE, NC 28277
T: 704.724.1045
SPECIFICATIONS
G2 SPECS, INC.
3301 N HAMMOCK DUNES VILLAGE POINT
LECANTO, FL 34461
T: 704.609.2174
COST ESTIMATING
HARRISCOST
PO BOX 14979
SURFSIDE BEACH, SC 29587
T: 864.307.0021
CONSTRUCTION MANAGER
LECHASE CONSTRUCTION
324 BLACKWELL ST, SUITE 1200
DURHAM, NC 27701
T: 919.688.5300
This tlrasrmg is the properly of EVOKE Studio Architecture, and is not to be
reproduced or copied in whole or in ad. It is on to be used for the project
p p p N pl
and site specifically Idenlhled herein, and is not to be used on any other project.
It is to be returned upon the nritlen request of EVOKE Studio Architecture.
0 2022 by EVOKE Studio Architecture
PROJECT
SEALS
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MASS GRADING PLAN

ELM GROVE TOWNHOME ASSOCIATION, INC.
4024 S. Roxboro St. (Common Area)
ZONE: PDR 4.80
PIN 0729-01-08-6828
DB 5890 PG 422
PB 170 PG 362-374
TOP: 324.63
INV IN (E): 314.93
INV OUT (W): 314.71
TOP: 325.86
INV IN (W): 313.88
INV OUT (S): 313.73
TOP: 322.89
INV OUT (W): 316.30
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TOP: 320.59 ----
INV IN (S): 304.94
INV IN (N): 305.09
INV IN (E): 305.16
INV OUT (NW): 304.69
TOP: 318.82
INV IN (E): 308.87
INV IN (S): 308.87
INV OUT (N): 308.82
TOP: 317.99 ---
INV IN (E): 309.79
INV OUT (W): 309.39
MATCH -LINE SEE SHEET 202
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GRADING LEGEND
- - - 821- - - EX. CONTOURS
810 PROP. CONTOURS MAJOR
SITE SURVEY WAS PROVIDED BY THE OWNER. IC WALLER &ASSOCIATES, PC IS
NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PROVIDED.
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
MATCH -LINE SEE SHEET 200
GRADING NOTES
1. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
2. INSTALL INLET PROTECTION AROUND ALL YARD, CURB AND GRATE INLETS WITHIN THE PROJECT LIMITS.
3. CONSTRUCT AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL PRACTICES AND MEASURES IN ACCORDANCE WITH THE
APPROVED SEDIMENTATION CONTROL PLAN AND CONSTRUCTION SCHEDULE.
4. REMOVE GOOD TOPSOIL FROM AREAS TO BE GRADED AND FILLED, AND PRESERVE IT FOR USE IN FINISHING THE GRADING OF ALL
CRITICAL AREAS.
5. SCARIFY AREAS TO BE TOPSOILED TO A MINIMUM DEPTH OF 2 INCHES BEFORE PLACING TOPSOIL.
6. CLEAR AND GRUB AREAS TO BE FILLED BY REMOVING TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL THAT
WOULD AFFECT THE PLANNED STABILITY OF THE FILL.
7. ENSURE THAT FILL MATERIAL IS FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS AND OTHER MATERIALS
INAPPROPRIATE FOR CONSTRUCTING STABLE FILLS.
8. DO NOT INCORPORATE FROZEN, SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS INTO FILL SLOPES.
9. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL GRADING IS COMPLETED ON EACH AREA IN THE GRADING
PLAN. APPLY TEMPORARY STABILIZATION MEASURES ON ALL GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR
30 WORKING DAYS OR LONGER.
10. CHECK ALL GRADED AREAS AND EROSION AND SEDIMENTATION CONTROL MEASURES ON A WEEKLY BASIS AND AFTER ANY HEAVY
RAINFALLS. PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES. IF WASHOUTS OR
BREAKS OCCUR, REPAIR THEM IMMEDIATELY.
11. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAWED UNLESS INDICATED OTHERWISE ON THE PLANS.
N
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JULIETTE DR.
Vl CI NI T Y MAP-
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: +17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
Waller SL Associates, PC
II SITE DEVELOPMENT - INFRASTRUCTURE- PLANNERS- SURVEYORS II
l A MINORITY OWNED ENGLVEERING AND SURVEYING FIRM
II 7-L DNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
Know what's below.
Call before you dig.
SCALE 1 " = 40'
0 40' 80'
KI
TUDIO I ARCHITECTU
MASS GRADING PLAN

TOP: 286.07A
INV IN (E): 277.80 �P
ELM GROVE TOWNHOME ASSOCIATION, INC. INV IN (SW): 277.59
3920 S. Roxboro St. (Common Area) INV OUT (NE): 277.58
ZONE: OI
PIN 0729-01-19-4515 TOP:287.07R " \ QF' off°
DB 6460 PG 794 �P b G g3
PB 162 PG 166-178 INV IN SE :278.22 s' 8S6,
off' 6�
INV OUT(NW):278.22 �v s��� � G�� � �
TOP: 287.19
INV OUT (NW): 279.09 \ �� Q�,
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TOP: 315.18 \ \ \
INV IN (SE): 305.88 \ \ W /i // �i/ice / \ y2" MAPLE2 7)/�\ P1PIE(269� S \ \ \ \ \ 1
INV OUT (NE): 305.78 T \
NN
TOP: 314.23 \ \ w I w \� \ \ \ \ 1 I I I I \\
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INV IN (SW): 306.84 I \ ✓ 1 \ /// // / /_ �/
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TOP: 323.38
INV OUT (SE): 319.03
TOP: 321.60
INV IN (NW): 317.17
INV OUT (NE): 317.08
ELM GROVE TOWNHOME ASSOCIATION, INC.
3920 S. Roxboro St. (Common Area)
ZONE: 01
PIN 0729-01-19-4515
DB 6460 PG 794
PB 162 PG 166-178 I I 0 G� M
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15' HDPE TEMPORARY STORM PIPE (THE //
CONTRACTOR SHALL ENSURE WATER IS
DISCHARGED
CAPTURED NTORTOM SKIMMER H LE AND / / / // ��' / /
s /, j, ✓ \ M BASIN. / / / / / 4r'01
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810 PROP. CONTOURS MAJOR
SITE SURVEY WAS PROVIDED BY THE OWNER. IC WALLER &ASSOCIATES, PC IS
NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PROVIDED.
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
MATCH -LINE SEE SHEET 201
N
10
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0
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JULIETTE DR.
Vl CI NI T Y MAP-
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: +17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
if Waller SL Associates, PC
SITE DEVELOPNIEN"L-INFRAS"LRUCTURE-PLANNERS-SURVEYORS
A NIINORFLY OWNED ENGLNEERING AND SURVEYING FIRM
7-L DTTNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
GRADING NOTES
1. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
2. INSTALL INLET PROTECTION AROUND ALL YARD, CURB AND GRATE INLETS WITHIN THE PROJECT LIMITS.
3. CONSTRUCT AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL PRACTICES AND MEASURES IN ACCORDANCE WITH THE
APPROVED SEDIMENTATION CONTROL PLAN AND CONSTRUCTION SCHEDULE.
4. REMOVE GOOD TOPSOIL FROM AREAS TO BE GRADED AND FILLED, AND PRESERVE IT FOR USE IN FINISHING THE GRADING OF ALL
CRITICAL AREAS.
5. SCARIFY AREAS TO BE TOPSOILED TO A MINIMUM DEPTH OF 2 INCHES BEFORE PLACING TOPSOIL.
6. CLEAR AND GRUB AREAS TO BE FILLED BY REMOVING TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL THAT
WOULD AFFECT THE PLANNED STABILITY OF THE FILL.
7. ENSURE THAT FILL MATERIAL IS FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS AND OTHER MATERIALS
INAPPROPRIATE FOR CONSTRUCTING STABLE FILLS.
8. DO NOT INCORPORATE FROZEN, SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS INTO FILL SLOPES.
9. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL GRADING IS COMPLETED ON EACH AREA IN THE GRADING
PLAN. APPLY TEMPORARY STABILIZATION MEASURES ON ALL GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR
30 WORKING DAYS OR LONGER.
10. CHECK ALL GRADED AREAS AND EROSION AND SEDIMENTATION CONTROL MEASURES ON A WEEKLY BASIS AND AFTER ANY HEAVY
RAINFALLS. PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES. IF WASHOUTS OR
BREAKS OCCUR, REPAIR THEM IMMEDIATELY.
11. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAWED UNLESS INDICATED OTHERWISE ON THE PLANS.
Know what's below.
Call before you dig.
SCALE 1 " = 40'
0 40' 80'
KI
TUDIO I ARCHITECTU
MASS GRADING PLAN

=LM GROVE TOWNHOME ASSOCIATION, If
4024 S. Roxboro St.(Common Area)
ZONE: PDR 4.80
PIN 0729-01-08-6828
DB 5890 PG 422
PB 170 PG 362-374
TOP: 325.53
INV IN (S): 318.78
INV OUT (N): 318.76
GPS#2
ELEV=327.14
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INV OUT (W): 332.43 & c
TOP: 335.78
INV OUT (E): 330.23 -
TOP: 338.06
INV IN (E): 330.09
INV IN (NW): 330.04
INV OUT (N): 330.04
TOP: 339.26
INV IN (E): 331.41
INV OUT (W): 331.06
24" CURB �
& CUIYER-
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THAXTON HOMEOWNERS ASSOCIATION,
INC.
5002 Thaxton PI.(Common Area)
ZONE: PDR 3.44
PIN 0729-01-17-0988
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ASSOCIATION, INC.
4305 Brynwood Ave.(Common Area)
ZONE: PDR 3.44
PIN 0729-01-17-0526 GPS#1
DB 5856 PG 853 �ELEV=347.97
PB 156 PG 289-297
EROSION CONTROL NOTES
I I I I I i r- I
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w 0 1 11, ZONE: PDR 3.44 DB 7511 PG 47
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I O
1. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL REQUIREMENTS AND SHALL COMPLY WITH ALL APPLICABLE
REQUIREMENTS IN THE LATEST EDITION OF THE NORTH CAROLINA EROSION & SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
2. CONTRACTOR SHALL PERIODICALLY INSPECT ALL EROSION CONTROL DEVICES AND PERFORM MAINTENANCE AS NECESSARY.
CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER EACH RAIN EVENT.
3. CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AS DIRECTED BY SITE ENGINEER.
4. CONTRACTOR MUST TAKE NECESSARY ACTIONS TO MINIMIZE TRACKING OF MUD ONTO AREAS OUTSIDE OF CONSTRUCTION
AREAS. THE CONTRACTOR SHALL IMMEDIATELY REMOVE MUD/SOIL FROM AREAS OUTSIDE OF CONSTRUCTION AREAS AS
REQUIRED.
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ANY
DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS WITH ALL STORM
DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR OR ENGINEER. THE CONTRACTOR
SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE PER DETAIL 3/C400
SILT FENCE W/ STONE OUTLETS EVERY 50'
SF SF PER DETAIL 4/C400 & 3/C401
E INLET PROTECTION PER DETAIL 1/C400
TD TEMPORARY DIVERSION PER DETAIL 2/C400
BF SEDIMENT BASIN BAFFLE PER DETAIL 7/C400
SITE SURVEY WAS PROVIDED BY THE
OWNER. IC WALLER &ASSOCIATES, PC
IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE INFORMATION PROVIDED.
N
S
U
2
0
Q
SI TE
Y
0
U
JULIETTE DR.
VI CIloll T Y MAP
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: + 17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
Wa[[er B�.Assoeiates, PC
SITE DEVELOPNIEN"L-INFRAS"LRUCTURE-PLANNERS-SURVEYORS
A MINORITY OWNED ENGLNEERING AND SURVEYING FIRM
7-L DLTNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE:
9. CONTRACTOR SHALL GRADE SITE PER SHEETS C200.
1.
OBTAIN ALL APPLICABLE FEDERAL, STATE AND LOCAL PERMITS AS REQUIRED BY
THE PROJECT.
10.CONTRACTOR SHALL PERFORM SELF INSPECTION ONCE A WEEK AND AFTER
2.
CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE NC DEPARTMENT OF
EVERY RAINFALL EVENT OF 1 INCH OR MORE WITHIN A 24 HOUR PERIOD AND
ENVIRONMENTAL QUALITY TO OBTAIN CERTIFICATE OF COVERAGE FOR THE
CONFIRM THAT THE EROSION CONTROL MEASURES ARE INSTALLED AND
NPDES NCG01 PERMIT.
MAINTAINED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
3.
CONTRACTOR SHALL CONTACT THE SITE ENGINEER, NCDEO AND THE CITY OF
INITIAL DATE:
DURHAM CONTROL INSPECTOR TO ARRANGE A PRE -CONSTRUCTION MEETING
PRIOR TO LAND DISTURBANCE ACTIVITIES.
INITIAL DATE:
4.
CONTRACTOR SHALL ONLY DEMOLISH THE EXISTING CONDITIONS NECESSARY
INITIAL DATE:
FOR THE CONSTRUCTION OF THE EROSION AND SEDIMENT CONTROL MEASURES.
5.
CONTRACTOR SHALL INSTALL PRE -CONSTRUCTION EROSION AND SEDIMENT
11.APPROVAL BY A REPRESENTATIVE OF NCDEO WILL BE REQUIRED PRIOR TO
CONTROL MEASURES.
REMOVAL OF EROSION CONTROL MEASURES AND/OR REMOVAL OF THE
TEMPORARY SEDIMENT BASIN.
6.
CONTRACTOR SHALL STABILIZE SEDIMENT TRAPS AND BASINS IMMEDIATELY
AFTER INSTALLATION. THIS INCLUDES BASIN WALLS.
12.UPON SITE STABILIZATION, CONTRACTOR SHALL REMOVE ALL REMAINING
TEMPORARY EROSION CONTROL MEASURES AS DIRECTED BY THE SITE
INITIAL/DATE:
ENGINEER AND OBTAIN A FINAL INSPECTION TO CLOSE THE GRADING PERMIT.
13.FILE A NOTICE OF TERMINATION WITH NC DEC) TO CLOSE THE NPDES NCG01
PERMIT
7.
CONTRACTOR SHALL PERFORM SITE DEMOLITION ACTIVITIES IN ACCORDANCE
WITH SHEET C100.
14.GROUND COVER SHALL BE ESTABLISHED WITHIN 14 DAYS/7 DAYS, BUT NO MORE
THAN 21 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING.
PERMANENT GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS
8.
CONTRACTOR SHALL PERFORM A SELF INSPECTION AND CONFIRM THAT THE
OR NO MORE THAN 21 CALENDAR DAYS FOLLOWING COMPLETION OF
EROSION CONTROL MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE
CONSTRUCTION.
WITH THE PLANS AND SPECIFICATIONS.
Know what's below.
Call before you dig.
SCALE 1" = 40'
0 40' 80'
U K
TUDIO I ARCHITECTURE
EROSION CONTROL
PLAN(PHASE I)

ELM GROVE TOWNHOME ASSOCIATION, INC.
4024 S. Roxboro St. (Common Area)
ZONE: PDR 4.80
PIN 0729-01-08-6828
DB 5890 PG 422
PB 170 PG 362-374
TOP: 324.63
INV IN (E): 314.93
INV OUT (W): 314.71
TOP: 325.86
INV IN (W): 313.88
INV OUT (S): 313.73
0
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INV=295.61 2= Qm
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STSwR 30 ° _ II
TOP: 320.59 ----
INV IN (S): 304.94
INV IN (N): 305.09
INV IN (E): 305.16
INV OUT (NW): 304.69
TOP: 318.82
INV IN (E): 308.87
INV IN (S): 308.87
INV OUT (N): 308.82
TOP: 317.99 ----
INV IN (E): 309.79
INV OUT (W): 309.39
11
r)
11
MATCH -LINE SEE SHEET 300
EROSION CONTROL NOTES
MATCH -LINE SEE SHEET 302
352/2,h I /I�j� , ✓J \ �lir'/ i \� ✓//
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LENGTH La =8'
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WIDTH(W)=9.25
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TOP ELE-S
BOTTOM ELE: 295.00 \ \
\\ SURFACE AREA:3,750 SF \ \ \ \ 1 /� N / (� I
VOLUME: 7,943 CIF
\ \ �12"\IC\\QQRY\(#29�� \ \ \ \ \ \ / / , / / \ / / \� / /I / ' / \ /\ \ \ \ \ \ \ \ 344
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CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL REQUIREMENTS AND SHALL COMPLY WITH ALL
APPLICABLE REQUIREMENTS IN THE LATEST EDITION OF THE NORTH CAROLINA EROSION & SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL.
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE PER DETAIL 3/C400
2. CONTRACTOR SHALL PERIODICALLY INSPECT ALL EROSION CONTROL DEVICES AND PERFORM MAINTENANCE
AS NECESSARY. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER EACH RAIN EVENT. SILT FENCE W/ STONE OUTLETS EVERY 50'
SF SF PER DETAIL 4/C400 & 3/C401
3. CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AS DIRECTED BY SITE ENGINEER.
4. CONTRACTOR MUST TAKE NECESSARY ACTIONS TO MINIMIZE TRACKING OF MUD ONTO AREAS OUTSIDE OF
CONSTRUCTION AREAS. THE CONTRACTOR SHALL IMMEDIATELY REMOVE MUD/SOIL FROM AREAS OUTSIDE OF
CONSTRUCTION AREAS AS REQUIRED.
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE PLANS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS
WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR OR ENGINEER.
THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL EXISTING
UTILITIES ON SITE.
E INLET PROTECTION PER DETAIL 1 /C400
TD TEMPORARY DIVERSION PER DETAIL 2/C400
SITE SURVEY WAS PROVIDED BY THE
OWNER. IC WALLER & ASSOCIATES, PC
IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE INFORMATION PROVIDED.
N
S
U
2
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Q
SI TE
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U
JULIETTE DR.
Vl CI NI T Y MAP-
N. T.S.
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: + 17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
Waller SL Associates, PC
SITE DEVELOPNIEN"L-INFRAS"LRUCTURE-PLANNERS-SURVEYORS
A MINORITY OWNED ENGLNEERING AND SURVEYING FIRNI
7-E DLTNDAS CIRCLE
EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE: CONTROL MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS
AND SPECIFICATIONS.
1. OBTAIN ALL APPLICABLE FEDERAL, STATE AND LOCAL PERMITS AS REQUIRED BY THE
PROJECT. 9. CONTRACTOR SHALL GRADE SITE PER SHEETS C200.
2. CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE NC DEPARTMENT OF
ENVIRONMENTAL QUALITY TO OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCG01
PERMIT.
3. CONTRACTOR SHALL CONTACT THE SITE ENGINEER, NCDEQ AND THE CITY OF DURHAM
CONTROL INSPECTOR TO ARRANGE A PRE -CONSTRUCTION MEETING PRIOR TO LAND
DISTURBANCE ACTIVITIES.
4. CONTRACTOR SHALL ONLY DEMOLISH THE EXISTING CONDITIONS NECESSARY FOR THE
CONSTRUCTION OF THE EROSION AND SEDIMENT CONTROL MEASURES.
5. CONTRACTOR SHALL INSTALL PRE -CONSTRUCTION EROSION AND SEDIMENT CONTROL
MEASURES.
6. CONTRACTOR SHALL STABILIZE SEDIMENT TRAPS AND BASINS IMMEDIATELY AFTER
INSTALLATION. THIS INCLUDES BASIN WALLS.
INITIAL/DATE:
7. CONTRACTOR SHALL PERFORM SITE DEMOLITION ACTIVITIES IN ACCORDANCE WITH
SHEET C100.
8. CONTRACTOR SHALL PERFORM A SELF INSPECTION AND CONFIRM THAT THE EROSION
10.CONTRACTOR SHALL PERFORM SELF INSPECTION ONCE A WEEK AND AFTER EVERY
RAINFALL EVENT OF 1 INCH OR MORE WITHIN A 24 HOUR PERIOD AND CONFIRM THAT
THE EROSION CONTROL MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE
WITH THE PLANS AND SPECIFICATIONS.
INITIAL DATE:
INITIAL DATE:
INITIAL DATE:
11.APPROVAL BY A REPRESENTATIVE OF NCDEQ WILL BE REQUIRED PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES AND/OR REMOVAL OF THE TEMPORARY SEDIMENT BASIN.
12.UPON SITE STABILIZATION, CONTRACTOR SHALL REMOVE ALL REMAINING TEMPORARY
EROSION CONTROL MEASURES AS DIRECTED BY THE SITE ENGINEER AND OBTAIN A
FINAL INSPECTION TO CLOSE THE GRADING PERMIT.
13.FILE A NOTICE OF TERMINATION WITH NC DEQ TO CLOSE THE NPDES NCG01 PERMIT
14.GROUND COVER SHALL BE ESTABLISHED WITHIN 14 DAYS/7 DAYS, BUT NO MORE THAN 21
CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND
COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN 21
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
Know what's below.
Call before you dig.
SCALE 1" = 40'
NOR
0 40' 80'
KE
TUDIO I ARCHITECTUR
EROSION CONTROL
PLAN(PHASE I)

160d NAIL 1
ELM GROVE TOWNHOME ASSOCIATION, INC.
3920 S. Roxboro St. (Common Area)
ZONE: 01
PIN 0729-01-19-4515
DB 6460 PG 794
PB 162 PG 166-178
TOP: 286.07 P� ze�o
INV IN (E): 277.80INV IN (SW): 277.59 �� 8�INV OUT (NE): 277.58--_ 9 �\
TOP:287.07
INV IN(SE):278.22
INV OUT(NW):278.22
TOP: OUT
(N I ,../'�// \ � .off. �r ./ \ r�\ P/�X r_
INV OUT (19 279.09 \
�rr
\ , ✓ �� ��42'_DBL _ APtE.#�6A�\ \ �
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\ N // // r
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o /�- i�5i� �� \ � `\\ � \ � \ \ \ \ \ moo \ 1 \ \ 1 I' I
TOP: 315.18
INV IN (SE): 305.88 �\ w // /i ` PNE( 266)
y2\ MAPLE(2 7)
INV OUT (NE): 305.78ii�
NV IN (SE): 306.23 \ \ \ �/ \ 11 w I o /317
0
INV OUT (NW): 306.21/
co
\w �� � � �/ 3�0 � \ \ \ \ \ / �• /III \ 1 \ \ 1 \ \ \ \ \
TOP: 313.09 U_ \ ( 1 1 1 \
INV IN (SW): 306.84 \ �F ` \ \ \ \ \ 1 1 1 \
INV OUT (NW): 306.84
44
L
l
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/
wi /� / �} = _ - - J / y2rr.POPLAR(#�s�
TOP: 323.38
INV OUT (SE): 319.03 OD
011
TOP: 321.60 I I M eg / /% -0�- - -_ -_ _ -- \ / /\ l I I l 1 1 l l / / l l I I l IN 0 IED
INV IN (NW): 317.17 I/ c�Z N
//
INV OUT (NE): 317.08 I I c� �/ //- 4"�K( 71)
- _
'�E -75) _ _ - _
13 MAPLE(#2'P0�
ELM GROVE TOWNHOME ASSOCIATION, INC. r✓`� I / j E�#�76} - - - - - - - \ `''3� \ \ / / / / / / / / / / / / / (�� / / / / / I
3920 S. Roxboro St. (Common Area)
ZONE: 01
PIN 0729-01-19-4515 �� <`' �.)�Q
DB 6460 PG 794 I I �� '� M �/ �� 7» POF
PB 162 PG 166-178 /P I I r i oQP "' % �-� \ `�--------� 3��. \ 1 I I I I I I I �/ / / / / / /� SF�1' / // l l l l
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l l / / l , l l / l I f I ST-4
< / / / J / TOP ELE: 315.50
//lay/
BOTTOM ELE: 310.50 _/ /
SURFACE AREA:5,000 SF - 7 _ / _j / /
�VOLUME: 12,502 CF 12"/MAPt/
3.0» SKIMMER / -
/ L Ji\ l / / / / / / \ / / / / / SKIMMER ORIFICE
DIAMETER:2.0» / % // 19L
/ E // / / , / \ \ J I I I / / / / / / / / / / / // / / SEE DETAIL SKIMMER
\ l / l )\ / / \ / SIZING CAS
NN
-MAPLE.(.#-rE
\\�----J
// G / I 1 / /�// // //�/ r� �� /✓/ / �� / / / / \\ \ \S\\ \\ M_
MATCH -LINE SEE SHEET 301
EROSION CONTROL NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL REQUIREMENTS AND SHALL COMPLY WITH ALL
APPLICABLE REQUIREMENTS IN THE LATEST EDITION OF THE NORTH CAROLINA EROSION & SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL.
2. CONTRACTOR SHALL PERIODICALLY INSPECT ALL EROSION CONTROL DEVICES AND PERFORM MAINTENANCE
AS NECESSARY. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER EACH RAIN EVENT.
3. CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AS DIRECTED BY SITE ENGINEER.
4. CONTRACTOR MUST TAKE NECESSARY ACTIONS TO MINIMIZE TRACKING OF MUD ONTO AREAS OUTSIDE OF
CONSTRUCTION AREAS. THE CONTRACTOR SHALL IMMEDIATELY REMOVE MUD/SOIL FROM AREAS OUTSIDE OF
CONSTRUCTION AREAS AS REQUIRED.
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE PER DETAIL 3/C400
SILT FENCE W/ STONE OUTLETS EVERY 50'
SF SF PER DETAIL 4/C400 & 3/C401
E INLET PROTECTION PER DETAIL 1 /C400
TD TEMPORARY DIVERSION PER DETAIL 2/C400
SITE SURVEY WAS PROVIDED BY THE
OWNER. IC WALLER &ASSOCIATES, PC
IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE INFORMATION PROVIDED.
EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE:
1. OBTAIN ALL APPLICABLE FEDERAL, STATE AND LOCAL PERMITS AS REQUIRED BY THE
PROJECT.
2. CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE NC DEPARTMENT OF
ENVIRONMENTAL QUALITY TO OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCG01
PERMIT.
3. CONTRACTOR SHALL CONTACT THE SITE ENGINEER, NCDEQ AND THE CITY OF DURHAM
CONTROL INSPECTOR TO ARRANGE A PRE -CONSTRUCTION MEETING PRIOR TO LAND
DISTURBANCE ACTIVITIES.
4. CONTRACTOR SHALL ONLY DEMOLISH THE EXISTING CONDITIONS NECESSARY FOR THE
CONSTRUCTION OF THE EROSION AND SEDIMENT CONTROL MEASURES.
5. CONTRACTOR SHALL INSTALL PRE -CONSTRUCTION EROSION AND SEDIMENT CONTROL
MEASURES.
6. CONTRACTOR SHALL STABILIZE SEDIMENT TRAPS AND BASINS IMMEDIATELY AFTER
INSTALLATION. THIS INCLUDES BASIN WALLS.
INITIAL/DATE:
7. CONTRACTOR SHALL PERFORM SITE DEMOLITION ACTIVITIES IN ACCORDANCE WITH
SHEET C100.
8. CONTRACTOR SHALL PERFORM A SELF INSPECTION AND CONFIRM THAT THE EROSION
N
10
S
U
2
�o
W
SI TE
0
0
0
U
JULIETTE f
Vl CI NI T Y MAP-
N. T.S.
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: + 17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
if Waller SL Associates, PC
SI"IE DEVE1
O1-1- INFRAS"IRUCTURE- PLANNERS- SURVEYORS
A MINORITY OWNED ENGLNEERING AND SURVEYING FIRM
D 7-L DLTNAS CIRCLE
CONTROL MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS
AND SPECIFICATIONS.
9. CONTRACTOR SHALL GRADE SITE PER SHEETS C200.
10.CONTRACTOR SHALL PERFORM SELF INSPECTION ONCE A WEEK AND AFTER EVERY
RAINFALL EVENT OF 1 INCH OR MORE WITHIN A 24 HOUR PERIOD AND CONFIRM THAT
THE EROSION CONTROL MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE
WITH THE PLANS AND SPECIFICATIONS.
INITIAL DATE:
INITIAL DATE:
INITIAL DATE:
11.APPROVAL BY A REPRESENTATIVE OF NCDEQ WILL BE REQUIRED PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES AND/OR REMOVAL OF THE TEMPORARY SEDIMENT BASIN.
12.UPON SITE STABILIZATION, CONTRACTOR SHALL REMOVE ALL REMAINING TEMPORARY
EROSION CONTROL MEASURES AS DIRECTED BY THE SITE ENGINEER AND OBTAIN A
FINAL INSPECTION TO CLOSE THE GRADING PERMIT.
13.FILE A NOTICE OF TERMINATION WITH NC DEQ TO CLOSE THE NPDES NCG01 PERMIT
14.GROUND COVER SHALL BE ESTABLISHED WITHIN 14 DAYS/7 DAYS, BUT NO MORE THAN 21
CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND
COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN 21
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
Know what's below.
Call before you dig.
SCALE 1" = 40'
0 40' 80'
KE
TUDIO I ARCHITECTUR
EROSION CONTROL
PLAN(PHASE I)

ELM GROVE TOWNHOME ASSOCIATION, If
4024 S. Roxboro St.(Common Area)
ZONE: PDR 4.80
PIN 0729-01-08-6828
DB 5890 PG 422
PB 170 PG 362-374
TOP: 325.53 _
INV IN (S): 318.78
INV OUT (N): 318.76
TOP: 340.08
INV OUT (W): 332.43
TOP: 335.78
INV OUT (E): 330.23
TOP: 338.06
INV IN (E): 330.09
INV IN (NW): 330.04
INV OUT (N): 330.04
TOP: 339.26
INV IN (E): 331.41
INV OUT (W): 331.06
THAXTON HOMEOWNERS ASSOCIATION,
INC.
5002 Thaxton PL(Common Area)
ZONE: PDR 3.44
PIN 0729-01-17-0988
DB 5856 PG 853
PB 156 PG 289-297
THAXTON HOMEOWNERS
ASSOCIATION, INC.
4305 Brynwood Ave.(Common Area)
ZONE: PDR 3.44
PIN 0729-01-17-0526
DB 5856 PG 853
PB 156 PG 289-297
MATCH -LINE SEE SHEET 305
/ Z
\ I \ \ SOIL STOCKPILE AREA I I \ /I/ll l�l ) I I II / / �, / /�//l /4/
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'P I N EM 1'�3
o00 / / / // / LOCATION OF FUTURE N
FOUNDATION/RETAIING
n C / / /� WALL CONTRACTO / /
/ / N , /) / / , R SHALL BENCH BACK /
EARTH IN ACCORDANCE WITH OSHA
14 ,�/ I I REQUIREMENTS FOR THE FUTURE
CONCRETE I / / / / / /�/ I I I I I� CONSTRUCTION OF THE WALL WHICH WILL BE
WASH -OUT _jS/ AREA // I 1 I I PERMITTED SEPARATELY.
I I / / / / / /
J
2(
ST-1
I j / / / / o
/ TOP ELE: 330.50 /
/ /
/ 1 BOTTOM ELE: 326.00
SURFACE AREA:3,000 SF 2.5" SKIMMER
VOLUME: 5,814 CF / / / j //
1 / / SKIMMER ORIFICE
/ / //
DIAMETER:1.50" _
SEE DETAIL SKIMMER
SIZING CALCS
/I / v S
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ENGTH(La)=8'
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-
i / / l / r I I I I I I I 7'/ N{A`F 2)/ l; INLET PROTECTION OPTION #2. 8" SLOPE / 22
DRAIN SHALL BE INSTALLED IN -I TR (#99j-
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\
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C� l / g r
\ \ _ \ �H S\\\ "\ < / / �n 3" /P06LAF (#41�j I 0 4401 Dolwick Dr. \ �� 8 �IWN
F BENT N 86017'27" ,\ \ \\ O\\� / 2 / 6° / I ZONE: PDR 3.44 ` \ \
v/o 3h// // / CYNDI CHADILI \ \\ \\ \\\� / / /i.�-s�� o� PIN
DB753021 PG 789 23 /
a / �/ // 4401 Nightfall Ct. SS \\\\ \\\ /=:,�
Z 00 ZONE: PDR 3.44 FO \\\\��\1 I I I \ I I �' \ NE # 1 �'�j .'•j �o PB 141 PG 171-175 (LOT 30)
o- cn ///i // 11 II G�(1�IPF 0.75"
z C -t N m PIN 0729-01-17-4762 ANN W. HARRIS \ I1 III I I I I 1 GEOFFREY C. ORME-EVANS
o a� I I DB 51 1 1 PG 570 I I IIII I I j 1 HOPE VALLEY FARMS NORTH j
o RYAN S. HARRIS I I I � KAEBAH ORME-EVANS
a Q - � CINDY H. NG PB 143 PG 40-43 (LOT 58) 4403 Nightfall Ct I \ I I I I 1 OWNERS ASSOCIATION, INC. 4402 Dolwick Dr.
LL C) a- I a-
GODOGREDO T.
NG
U a- o qr a- }
4402 Nightfall
Ct.
W V i . I -t
� W
ZONE: PDR 3.44
N N
QV).0Zr
PIN 0729-01-17-3699
o No o m
DB 2780 PG
271
ow a-
PB 143 PG 40-43
(LOT 59)
=o(o
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF
CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING
FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE
CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR
OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE
SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL
EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
Ed RTAW MI NWAT.I Nr NWTAI �E ra rN1.l
n
TD
ZONE: PDR 3.44 IIII
IIIIiIII 652 Edenberry
Dr.
(Open Space)
PIN 0729-01-17-5649 III
\ I I ZONE:
PDR
3.44
DB 6228 PG 965 111
PIN 0729-01-17-6598
PB 143 PG 40-43 (LOT 57)
DB 2644 PG 595
PB 143
PG
40-43
CONSTRUCTION ENTRANCE PER DETAIL 3/C400
SILT FENCE W/ STONE OUTLETS EVERY 50'
PER DETAIL 4/C400 & 3/C401
INLET PROTECTION PER DETAIL 1/C400
TEMPORARY DIVERSION PER DETAIL 2/C400
SEDIMENT BASIN BAFFLE PER DETAIL 7/C400
SITE SURVEY WAS PROVIDED BY THE
OWNER. IC WALLER &ASSOCIATES, PC
IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE INFORMATION PROVIDED.
ZONE: PDR 3.44
PIN 0729-01-17-8740
DB 7511 PG 47
PB 141 PG 171-175 (LOT 31)
EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE:
1. OBTAIN ALL APPLICABLE FEDERAL, STATE AND LOCAL PERMITS AS REQUIRED BY THE PROJECT.
2. CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE NC DEPARTMENT OF ENVIRONMENTAL
QUALITY TO OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCG01 PERMIT.
3. INOSPECTOR TO ARRANGE A PRE CONSTRUCTION METING PRIOR THE
DISTDURBANCEONTROL
ACTIVITIES.
4. CONTRACTOR SHALL ONLY DEMOLISH THE EXISTING CONDITIONS NECESSARY FOR THE
CONSTRUCTION OF THE EROSION AND SEDIMENT CONTROL MEASURES.
5. CONTRACTOR SHALL INSTALL PRE -CONSTRUCTION EROSION AND SEDIMENT CONTROL MEASURES.
6. CONTRACTOR SHALL STABILIZE SEDIMENT TRAPS AND BASINS IMMEDIATELY AFTER INSTALLATION.
THIS INCLUDES BASIN WALLS.
INITIAL/DATE:
7. CONTRACTOR SHALL PERFORM SITE DEMOLITION ACTIVITIES IN ACCORDANCE WITH SHEET C100
8. CONTRACTOR SHALL PERFORM A SELF INSPECTION AND CONFIRM THAT THE EROSION CONTROL
MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
DANIEL BIRMINGHAM
DEBORAH BIRMINGHAM
4403 Dolwick Dr. 22" rr-
ZONE: PDR 3.44
PIN 0729-01-27-0609
DB 6458 PG 879
PB 141 PG 171-175 (LOT 29)
9. CONTRACTOR SHALL GRADE SITE PER SHEETS C200.
10.CONTRACTOR SHALL PERFORM SELF INSPECTION ONCE A WEEK AND AFTER EVERY RAINFALL
EVENT OF 1 INCH OR MORE WITHIN A 24 HOUR PERIOD AND CONFIRM THAT THE EROSION
CONTROL MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
INITIAL DATE:
INITIAL DATE:
INITIAL DATE:
11.APPROVAL BY A REPRESENTATIVE OF NCDEQ WILL BE REQUIRED PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES AND/OR REMOVAL OF THE TEMPORARY SEDIMENT BASIN.
12.UPON SITE STABILIZATION, CONTRACTOR SHALL REMOVE ALL REMAINING TEMPORARY EROSION
CONTROL MEASURES AS DIRECTED BY THE SITE ENGINEER AND OBTAIN A FINAL INSPECTION TO
CLOSE THE GRADING PERMIT.
13.FILE A NOTICE OF TERMINATION WITH NC DEQ TO CLOSE THE NPDES NCG01 PERMIT
14.GROUND COVER SHALL BE ESTABLISHED WITHIN 14 DAYS/7 DAYS, BUT NO MORE THAN 21
CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER
SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF CONSTRUCTION.
N
S
C
U
2
0
SI TE
0
Y
O
U
JULIETTE DR.
Vl CI NI T Y MAP
N. T.S.
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: + 17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
Waller SL Associates, PC
SITE DEVELOPNIEN"L-INFRAS"LRUCTURE-PLANNERS-SURVEYORS
A MINORITY OWNED ENGLNEERING AND SURVEYING FIRM
7-L DLTNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
Know what's below.
Call before you dig.
SCALE 1" = 40'
0 40' 80'
KE
TUDIO I ARCHITECTURE
EROSION CONTROL
PLAN (PHASE II)

w
ELM GROVE TOWNHOME ASSOCIATION, INC.
4024 S. Roxboro St. (Common Area) /
ZONE: PDR 4.80
PIN 0729-01-08-6828
DB 5890 PG 422
PB 170 PG 362-374 /
TOP: 324.63
INV IN (E): 314.93
INV OUT (W): 314.71
TOP: 325.86
INV IN (W): 313.88
INV OUT (S): 313.73-
TOP: 322.89
INV OUT (W): 316.30
0
0
(5
G o O ^�
am
INV=295.61 2= Qm
ry
SrSwR 30,
ROp
STSwR_ I$I
TOP: 320.59
INV IN (S): 304.94
INV IN (N): 305.09
INV IN (E): 305.16
INV OUT (NW): 304.69
TOP: 318.82
INV IN (E): 308.87
INV IN (S): 308.87
INV OUT (N): 308.82
TOP: 317.99 ----
INV IN (E): 309.79
INV OUT (W): 309.39
I/
LENGTH La =8' 24" I
3DO=3.75'
WIDTH(W)=9.25'
I D50=9" /
III,
ST-2
TOP ELE: 328.50
BOTTOM ELE: 324.00
SURFACE AREAA,000 SF
I VOLUME: 8,544 CF
�I ' '
2.5" SKIMMER
SKIMMER ORIFICE
DIAMETER:1.50"
SEE DETAIL SKIMMER
SIZING CALCS
/ I I
" R�P
1
STS WR-
I
m/ I
OD
I\\ 1 `ems
\w0 l0° \\
JI
I ID I
a �
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MATCH -LINE SEE SHEET 304
EROSION CONTROL NOTES
!s�_.e�!i:%ar''��iL..�1.�A Z.�it►1►�f.� AI
I
336
11 111 1,17
h
tx
/ , /
// \ \
/
339
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NN
//K/4`
�335
/ELV RlI \ \\\ \ \\\\ \ // /// /////
3 / T
IN AREAS WHERE FUTURE RETAINII
ARE PROPOSED THE CONTRACTOR 8
E SLOPE BACK TO BE OSHA COMPL
SHALL ENSURE POSTIVE E
0
``'
3
I I \ \ 340.42
X \ \ 1 l \ I\ \ \\
I
I/ I I I w l I
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r
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lg cA00
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I.
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��. 11► II � I/,/ ,� I l � i i ! I ! I ! ! I i 1 1 / l i i I I I ! \\ I � 1\ \ ; \ \� w
1. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL REQUIREMENTS AND SHALL COMPLY WITH ALL
APPLICABLE REQUIREMENTS IN THE LATEST EDITION OF THE NORTH CAROLINA EROSION & SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
2. CONTRACTOR SHALL PERIODICALLY INSPECT ALL EROSION CONTROL DEVICES AND PERFORM MAINTENANCE AS
NECESSARY. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER EACH RAIN EVENT.
3. CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AS DIRECTED BY SITE ENGINEER.
4. CONTRACTOR MUST TAKE NECESSARY ACTIONS TO MINIMIZE TRACKING OF MUD ONTO AREAS OUTSIDE OF
CONSTRUCTION AREAS. THE CONTRACTOR SHALL IMMEDIATELY REMOVE MUD/SOIL FROM AREAS OUTSIDE OF
CONSTRUCTION AREAS AS REQUIRED.
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF
CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING
FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE
CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR
OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE
SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL
EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE PER DETAIL 3/C400
SF SILT FENCE W/ STONE OUTLETS EVERY 50'
PER DETAIL 4/C400 & 3/C401
Ll INLET PROTECTION PER DETAIL 1 /C400
TD TEMPORARY DIVERSION PER DETAIL 2/C400
BF SEDIMENT BASIN BAFFLE PER DETAIL 7/C400
SITE SURVEY WAS PROVIDED BY THE
OWNER. IC WALLER &ASSOCIATES, PC
IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE INFORMATION PROVIDED.
MATCH -LINE SEE SHEET 306
/ 1 / 1 I I _- 3 - / ri / / /
I
2.5" SKIMMER VICINITY MAP
/ / II \ \ - (� \� JI; / /��1 \ \ \ (/ S / / _ °
SKIMMER ORIFICE I /\j// j j%//� N. T.S.
DIAMETER.2.0 \
SEE DETAIL SKIMMER 8" TEMPORARY SLOPE DRAIN AND -'
/
SIZING CALCS ^�Oh' I, DIVERSION BERM PER NCDOT STD 1622.01
ST-5 \ / /' / r INLET PROTECTION OPTION #2. 8" SLOPE
TOP ELE: 315.00 \ \ / ACCORDANCE NOTE EIN
E 2
ANCE WITH N T2.
DRAI
OM ELE: 304.00 \
BOTTOM
SURFACE AREA:5,000 SF \ \ \ \ N N p PJJPL�4R(#1 4$�
VOLUME: 12,502 CF I
// � / I ///✓/�/lJ �i /may
>��\
DLLsLAY
4ND
\ \ \ 121 I (#1'
NGE \ \ \ \ � \ \ \ \\ \ ` \ \ \ \ I I I I 4
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/4� / /ll141,
-11) I I I I
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: + 17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
II �I /�/ili%�\)�\�/, j \ )/"X- 1� �� j /// i / / 1 l z =1(Ir' I I I �,
Waller SL Associates, PC
SITE DEVELOPNIEN"L-INFRAS"LRUCTURE-PLANNERS-SURVEYORS
A MINORITY OWNED ENGLNEERING AND SURVEYING FIRM
7-L DLTNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE:
9. CONTRACTOR SHALL GRADE SITE PER SHEETS C200.
1. OBTAIN ALL APPLICABLE FEDERAL, STATE AND LOCAL PERMITS AS REQUIRED BY THE PROJECT.
2. CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE NC DEPARTMENT OF ENVIRONMENTAL 10.CONTRACTOR SHALL PERFORM SELF INSPECTION ONCE A WEEK AND AFTER EVERY RAINFALL
QUALITY TO OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCG01 PERMIT. EVENT OF 1 INCH OR MORE WITHIN A 24 HOUR PERIOD AND CONFIRM THAT THE EROSION
CONTROL MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS AND
3. INSPECTOR TO ARRANGE A PRE CONSTRUCTION METING PRIOR THE
DISDURBANCEONTROL SPECIFICATIONS.
ACTIVITIES. INITIAL DATE:
4. CONTRACTOR SHALL ONLY DEMOLISH THE EXISTING CONDITIONS NECESSARY FOR THE INITIAL DATE:
CONSTRUCTION OF THE EROSION AND SEDIMENT CONTROL MEASURES.
5. CONTRACTOR SHALL INSTALL PRE -CONSTRUCTION EROSION AND SEDIMENT CONTROL MEASURES. INITIAL DATE:
6. CONTRACTOR SHALL STABILIZE SEDIMENT TRAPS AND BASINS IMMEDIATELY AFTER INSTALLATION. 11.APPROVAL BY A REPRESENTATIVE OF NCDEQ WILL BE REQUIRED PRIOR TO REMOVAL OF EROSION
THIS INCLUDES BASIN WALLS. CONTROL MEASURES AND/OR REMOVAL OF THE TEMPORARY SEDIMENT BASIN.
INITIAL/DATE: 12.UPON SITE STABILIZATION CONTRACTOR SHALL REMOVE ALL REMAINING TEMPORARY EROSION
CONTROL MEASURES AS C)IRECTED BY THE SITE ENGINEER AND OBTAIN A FINAL INSPECTION TO
CLOSE THE GRADING PERMIT.
7. CONTRACTOR SHALL PERFORM SITE DEMOLITION ACTIVITIES IN ACCORDANCE WITH SHEET C100. 13.FILE A NOTICE OF TERMINATION WITH NC DEQ TO CLOSE THE NPDES NCG01 PERMIT
8. CONTRACTOR SHALL PERFORM A SELF INSPECTION AND CONFIRM THAT THE EROSION CONTROL 14.GROUND COVER SHALL BE ESTABLISHED WITHIN 14 DAYS/7 DAYS, BUT NO MORE THAN 21
MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS AND CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER
SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN 21 CALENDAR DAYS
SPECIFICATIONS. FOLLOWING COMPLETION OF CONSTRUCTION.
Know what's below.
Call before you dig.
SCALE 1" = 40'
NOR
0 40' 80'
U K
TUDIO I ARCHITECTUR
EROSION CONTROL
PLAN(PHASE II)

TOP: 323.38
INV OUT (SE): 319.03
TOP: 321.60
INV IN (NW): 317.17
INV OUT (NE): 317.08
ELM GROVE TOWNHOME ASSOCIATION, INC.
3920 S. Roxboro St. (Common Area)
ZONE: 01
PIN 0729-01-19-4515
DB 6460 PG 794
PB 162 PG 166-178
BM#11
ELEV=330.21
60d NAIL
MATCH -LINE SEE SHEET 305
EROSION CONTROL NOTES
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TOP: 286.07 ` \ 4c, �F, �'
INV IN (E): 277.80
ELM GROVE TOWNHOME ASSOCIATION, INC. INV IN (SW): 277.598
3920 S. Roxboro St. (Common Area) INV OUT (NE): 277.58 �/ c'8� /� / ' O
ZONE: 01
PIN 0729-01-19-4515�
DB 6460 PG 794 TOP:287.07 �� ,ss " 8S f�pQ °fib°GR1g35Q�
PB 162 PG 166-178 INV IN(SE):278.22
INV OUT(NW):278.22 \ sT 'L 1110153'11�
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TOP:
INV OUTUT (N (NW): 279.09
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INV OUT (NE): 305.78 //i �
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TOP: 314.23 \ / \ \ w I o R / i 2- 3 �� /�
INV IN (SE): 306.23 \ \ 1 p o /� /i// /// 1� \ \ \ \ 1 \
INV OUT (NW): 306.21/ aco
NOP:313.09
IN (SW) 306.84 1 \ �� i �// / /� , 20
INV OUT (NW): 306.84 \
37
-
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8" TEMPORARY SLOPE DRAIN AND DIVERSION BERM
PER NCDOT STD 1622.01 INLET PROTECTION - I
„ ECTION OPTION ' / / -� \ l ,
_ I I \\ \\ \ \ \\ \ \ \\ \ \ \
�#2. 8 SLOPE DRAIN SHALL BE INSTALLED IN /%i/ _ _ / 7 / / / /
ACCORDANCE WITH NOTE 2. �S/'/2
-7
l� �X o / I CLJ_ \76
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<vr I l
/ iP sPnA I � j20 \ / / / / / / / / / / 15 HDPE TEMPORARY STORM PIPE (THE
PM/I
Ili, / I /
11
INV316.99 ONTRACTOR SHALL ENSURE WATER IS
. / / / / CAPTURED FROM THE SWALE AND
DISCHARGED INTO THE SKIMMER BASIN. /
//ii 32\\ _ - I I I I I I / / �/ / / / / / S'� fit' // �,l /l l
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to
8„TEMPORARY SLOPE DRAIN
/ G AND DIVERSION BERM PER / //// j// / ( p / NCDOT STD 1622.01 INLET
PROTECTION OPTION #2. 8"
320 / / �/ / / TOP ELE 315.50
% -324 - 1 / / / / / / / / / / // BOTTOM ELE: 310.50
\ / / / / / / SURFACE AREA:5,000 SF
I > VOLUME: 12,502 CF
RIP RAP 1 & 2
LENGTH(La)=8'
3DO=3.75' / // / 1�b,
(
/ WIDTH W 9.25'
'3 _ _ �O D50=9")- / INV. 313.00
I'
Y
SLOPE DRAIN SHALL BE I
INSTALLED IN ACCORDANCE ///332 / ✓
WITH NOTE 2.P er/
1. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL REQUIREMENTS AND SHALL COMPLY WITH ALL
APPLICABLE REQUIREMENTS IN THE LATEST EDITION OF THE NORTH CAROLINA EROSION & SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
2. CONTRACTOR SHALL PERIODICALLY INSPECT ALL EROSION CONTROL DEVICES AND PERFORM MAINTENANCE AS
NECESSARY. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER EACH RAIN EVENT.
3. CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AS DIRECTED BY SITE ENGINEER.
4. CONTRACTOR MUST TAKE NECESSARY ACTIONS TO MINIMIZE TRACKING OF MUD ONTO AREAS OUTSIDE OF
CONSTRUCTION AREAS. THE CONTRACTOR SHALL IMMEDIATELY REMOVE MUD/SOIL FROM AREAS OUTSIDE OF
CONSTRUCTION AREAS AS REQUIRED.
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF
CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING
FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE
CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR
OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE
SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL
EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE PER DETAIL 3/C400
SF SILT FENCE W/ STONE OUTLETS EVERY 50'
PER DETAIL 4/C400 & 3/C401
INLET PROTECTION PER DETAIL 1/C400
TD TEMPORARY DIVERSION PER DETAIL 2/C400
BF SEDIMENT BASIN BAFFLE PER DETAIL 7/C400
SITE SURVEY WAS PROVIDED BY THE
OWNER. IC WALLER & ASSOCIATES, PC
IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE INFORMATION PROVIDED.
15 HDPE TEMPORARY STORM PIPE (THE INV. 320 99 r / 324
I CONTRACTOR SHALL ENSURE WATER IS
CAPTURED FROM THE SVVALE AND / / / INV. 313.00 / j// / / / / 2» /AP J(#/1
I I DISCHARGED INTO THE SKIMMER BASIN.
3.0" SKIMMER / / / /O
SKIMMER ORIFICE-
334 / / / // / / / / // DIAMETER:2.0" / / / O 19"�IL1E(#17
SEE DETAIL SKIMMER / o �` �h I / �� h t "-MAPLE�#x68
�tihiZING� CALCS / � �'''y/l I �O �00
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: + 17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
bah
Waller SL Associates, PC
SITE DEVELOPNIEN"L-INFRAS"LRUCTURE-PLANNERS-SURVEYORS
A MINORITY OWNED ENGLNEERING AND SURVEYING FIRM
7-L DUNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT #21-026-274
EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE:
9. CONTRACTOR SHALL GRADE SITE PER SHEETS C200.
1. OBTAIN ALL APPLICABLE FEDERAL, STATE AND LOCAL PERMITS AS REQUIRED BY THE PROJECT.
2. CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE NC DEPARTMENT OF ENVIRONMENTAL 10.CONTRACTOR SHALL PERFORM SELF INSPECTION ONCE A WEEK AND AFTER EVERY RAINFALL
QUALITY TO OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCG01 PERMIT. EVENT OF 1 INCH OR MORE WITHIN A 24 HOUR PERIOD AND CONFIRM THAT THE EROSION
CONTROL MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS AND
3. INOSPECTOR TO ARRANGE A PRE CONSTRUCTION METING PRIOR THE
DISTDURBANCEONTROL SPECIFICATIONS.
ACTIVITIES. INITIAL DATE:
4. CONTRACTOR SHALL ONLY DEMOLISH THE EXISTING CONDITIONS NECESSARY FOR THE INITIAL DATE:
CONSTRUCTION OF THE EROSION AND SEDIMENT CONTROL MEASURES.
5. CONTRACTOR SHALL INSTALL PRE -CONSTRUCTION EROSION AND SEDIMENT CONTROL MEASURES. INITIAL DATE:
6. CONTRACTOR SHALL STABILIZE SEDIMENT TRAPS AND BASINS IMMEDIATELY AFTER INSTALLATION. 11.APPROVAL BY A REPRESENTATIVE OF NCDEQ WILL BE REQUIRED PRIOR TO REMOVAL OF EROSION
THIS INCLUDES BASIN WALLS. CONTROL MEASURES AND/OR REMOVAL OF THE TEMPORARY SEDIMENT BASIN.
INITIAL/DATE: 12.UPON SITE STABILIZATION CONTRACTOR SHALL REMOVE ALL REMAINING TEMPORARY EROSION
CONTROL MEASURES AS bIRECTED BY THE SITE ENGINEER AND OBTAIN A FINAL INSPECTION TO
CLOSE THE GRADING PERMIT.
7. CONTRACTOR SHALL PERFORM SITE DEMOLITION ACTIVITIES IN ACCORDANCE WITH SHEET C100. 13.FILE A NOTICE OF TERMINATION WITH NC DEQ TO CLOSE THE NPDES NCG01 PERMIT
8. CONTRACTOR SHALL PERFORM A SELF INSPECTION AND CONFIRM THAT THE EROSION CONTROL 14.GROUND COVER SHALL BE ESTABLISHED WITHIN 14 DAYS/7 DAYS, BUT NO MORE THAN 21
MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANS AND CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER
SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN 21 CALENDAR DAYS
SPECIFICATIONS. FOLLOWING COMPLETION OF CONSTRUCTION.
Know what's below.
Call before you dig.
SCALE 1" = 40'
NOR
0 40' 80'
U K
TUDIO I ARCHITECTUR
EROSION CONTROL
PLAN(PHASE II)

CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON
ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE.
THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2
INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE
THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE
STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE
LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING
2x4 WOOD STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE
MESH WITH 1/2 INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN DIAMETER,
PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A
2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN
GRADE. DOT #57 WASHED STONE IS RECOMMENDED.
CONCRETE BLOCK
�� ` GRAVE FILTER
TER
TEMPORARY SEDIMENT
POOL
P0 - - - - -
T GRAVEL FILTER
1' MINIMUM
2' MAXIMUM SEDIMENTS A
WIRE SCREEN
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION
1/C400 INLET PROTECTION DETAIL
NOTES
EXCAVATE TEMPORARY DIVERSION WITH NON -VERTICAL SIDE SLOPES AND NOT
GREATER THAN 1.5:1 SLOPE.
STABILIZE TEMPORARY DIVERSION AS DIRECTED.
COMPACTED SOIL
\ -►� 2' MINIMUM �-
\\ V-13"
MINIMUM
6' TYPICAL
CROSS SECTIONAL VIEW
2/C400 TEMPORARY DIVERSION DETAIL
FLOW
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1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
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3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
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/ PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
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/ 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
/ CLEANED UP IMMEDIATELY.
/ 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
/ INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
/ FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
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p0 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
W
BE DETERMINED BY THE ENGINEER.
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7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
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8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
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FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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SHEET 1 OF 1
1607.01
SHEET 1 OF 1
1607O01
3/C400 CONSTRUCTION ENTRANCE DETAIL
PERMANENT SEEDING
TEMPORARY SEEDING (PIEDMONT REGION)
PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR PLOWING TO SUMMER
DEPTH OF SIX INCHES SO AS TO PRODUCE A LOOSE, FRIABLE SURFACE.
REMOVE ALL STONES, BOULDERS, STUMPS, OR DEBRIS FROM THE
SURFACE WHICH WOULD PROHIBIT GERMINATION OR PLANT GROWTH. SEEDING MIXTURE
INCORPORATE INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10 FERTILIZER SPECIES RATE (lb/ACRE)
PLUS 500 POUNDS OF 20-PERCENT SUPERPHOSPHATE PER ACRE AND TWO GERMAN MILLET 40
TONS OF DOLOMITIC LIME PER ACRE UNLESS SOIL TESTS INDICATE THAT A
VARIABLE AS DIRECTED BY THE ENGINEER
W.RWMti'SIWI
LOWER RATE OF LIME CAN BE USED. IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS
MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND EITHER MAY BE SUBSTITUTED AT A RATE OF 50 lb/ACRE.
TREE PROTECTION
TE AREA
LIIN.O GA DO NOT ENTERk.NINTERMEDIATE
CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400 GALLONS PER
GA.
LINE HIRES OIATE
ACRE OR EMULSIFIED ASPHALT AT 300 GALLONS PER ACRE.
SEEDING DATES
DE
PERMANENT SEEDINGS:
MOUNTAINS -MAY 15 - AUG. 15
STEELPOST
WIR ' 'III ° IIII dtIl=n Im=IIIr=IItII=IIIII-iAo ilrl�ll�i�I �u=I
WOVDI NIgE GABgIC
PLANTS & MIXTURE PLANTING RATE/ACRE PLANTING DATESPIEDMONT-MAY 1 - AUG. 15
WARNING SONORANGE, UV RESISTANT
-TENSILE STRENGTHORANGnv RESSTANT tj1COASTAL POLY BARR�AOE FABRIC tTYPICALI
- BARRICADE TENSILE STRENGTH
PHIGHOLY
POLY BARRICADE FABRIC (TYPICAL)
TALL FESCUE 110 LBS SEP 1 - APR 15 __RICH
JAPANESE CLOVER MAY 1 SEP 1
Iq,
4 ry � JL
_
I
AA
LITTLE BLUE STEM (CIMMARON) DEC 1 APR 15 SOIL AMENDMENTS
FRONT VIEW
PROTECTION AR EA T
(LOW MAINTENANCE SLOPE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE
TTREE
00 NOT ENTER
3:1 OR LESS) GROUND AGRICULTURAL LIMESTONE AND 750 lb/ACRE 10-10-10
TALL FESCUE 140 LBS SEP 1 - APR 15 FERTILIZER.
SIDE VIEW WARNING SIGN DETAIL
JAPANESE CLOVER MAY 1 - SEP 1
WARNING MATERIAL. AS
TONEM"DE DT DURABLE. LEGIBLE
LETTERS TO
LETTERS TO BE PYUGHLACE MIIIMGM.CLEARLY LEGIBLE Alb SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT SN'MANWUM INTERVALS.
DEC 1 - APR 15
LITTLE BLUE STEM (CIMMARON) MULCH
OF LINEAR TREE PRNTERAIFT AND SOEOROVOF CENTER THEREAFTER
PLACE A SIGH AT EACH AREAS
ATTTREEPROTECURE LESS THANSANDw ABRMETER, PROV10E NO LESS THIN OAE SIGN PER PROTECTIOn AREA.
ATTACH SIGNS SECURELY iN FENCE POSTS AND
(LOW MAINTENANCE SLOPE APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
URAr
ADVOON'R�PR°vG'B`E E'"B°°�T°CTUALF�PRDDIG'.
ADDITIONAL SIGNS MAY BE REOUNEO BASED ON ACTUAL FIELD CONDITIONS.
PLACE A SIGN AT EACH ENO OF LINEAR TREE PROTECTION AM60'AN CENTER THEREAFTER •° -{
STEEPER THAN 3: 1) ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK SET
BLEND OF TWO TURFTYPE 200 LBS AUG 15 - OCT 15 NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
Area Rara Protection
de los Arholes IB•
TALL FESCUES (90%) AND FEB 15 - MAY 1
Prohibido Entrar
�
TWO OF MORE IMPROVED MAINTENANCE
KENTUCKY BLUEGRASS
WARNING SIGN DETAIL
VARIETIES (10%) (GENERAL REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
LAWN AREAS) REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
�'N`•
EROSION CONTROL DETAIL
DURHAM COUNTY, NC
TREE PROTECTION DETAIL
BERMUDA GRASS 85 LBS APR 15 - JUN 30 DAMAGE.
ENGINEERING DEPARTMENT
DArE In
oz/ov rP-1
1. FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZA SEED. FOR LATE
FALL AND WINTER SEEDINGS, USE UNSCARIFIED SEEDS.
5/C400 TREE PROTECTION DETAIL
6/C400
Skimmer Basin #1
Okay
2.64 Disturbed Area (Acres)
DRAPE BAFFLE MATERIAL OVER WIRE STRAND INSTALL POST TO ANCHOR o} 6.11 Peak Flow from (cfs)DRAPE 10-year Storm (
BAFFLE TO SIDE OF BASIN AND ¢
AND SECURE WITH PLASTIC TIES AT POSTS SECURE TO VERTICAL POST ¢ F
AND ON WIRE EVERY 12" ILL J---\o�4752 Required Volume ft3
OOU)
4' MAX. - Lou UQo= 1986 Required Surface Area ft2
� z w 31.5 Suggested Width ft
9 GAUGE MIN HIGH / U)�LL_��
TENSION WIRE STRAND / z O ¢ 63.0 Suggested Length ft
SHALL BE SECURED
TO POST TO SUPPORT 3' C1.
o 30 Trial Top Width at Spillway Invert ft
BAFFLE MATERIAL VARIABLE DEPTH w
0
_ _ _ 100 Trial Top Length at Spillway Invert ft
=mmn - = _
3 Trial Side Slope Ratio ZA
3 Trial Depth ft (2 to 3.5 feet above grade)
SECURE BOTTOM OF BAFFLE 12 Bottom Width ft
BAFFLE MATERIAL TO GROUND WITH 12" STAPLES Cr
AT 12" MAXIMUM SPACING BAFFLE MATERIAL o 82 Bottom Length ft
z � 984 Bottom Area ft2
U.
11 GAUGE a 5814 Actual Volume ft3 Okay
NOTES: LANDSCAPE Co 3000 Actual Surface Area ft2 Okay
1. INSTALL THREE(3) COIR FIBER STAPLE a w
BAFFLES IN SILT BASINS AND SEDIMENT z N 8 Trial Weir Length ft
DAMS AT DRAINAGE OUTLETS WITH A = _ _ - _ _ ¢ i
SPACING OF 1/4 THE BASIN LENGTH. III=III- 1l2 `4 0-5 Trial Depth of Flow ft
2. TWO(2) COIR FIBER BAFFLES CAN BE -1I 8.5 Spillway Capacity cfs Okay
INSTALLED IN SILT BASINS AND DAMS STEEL POST - 2'-O" DEPTH ¢
LESS THAN 20 FT. IN LENGTH WITH A 2.5 Skimmer Size (inches) Skimmer Size
SPACING OF 1 /3 THE BASIN LENGTH. 0.208 Head on Skimmer (feet) (Inches)
3. TOP HEIGHT OF COIR FIBER BAFFLES BAFFLE MATERIAL SHALL BE SECURED 1.5 Orifice Size (1/4 inch increments) 1.5
SHALL NOT BE BELOW BASE OF SPILLWAY TO THE BOTTOM AND SIDES OF BASIN
ELEVATION. USING 12" LANDSCAPE STAPLES 2.00 Dewatering Time (days) 2
SHEET , DF , Suggest about 3 days 2.5
1640.01
3
4
5
6
8
Skimmer Basin #2
Okay
TEMPORARY SEEDING
RECOMMENDATIONS FOR LATE WINTER/EARLY SPRING
p
z
ate,�zo
>I""arn
�y
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE
<<g
u.�a'"Z
z
mo
Z'=D
'r
OOV x
t�-,O a O�
x TZ9m
wazw
FUQC)M
DDLE AND VERTICAL WIRES
¢
?�or,T
ALL BE 12V2 GAUGE MIN.
ODD
OO�Q
GH
N ��
z N
TOP AND BOTTOM STRAND
L
o
SHALL BE 10 GAUGE MIN. 24" MAX.
(18" MIN.)
m
� z
WIRE
DE
o W
w
EC
-0
c�
on
FILTRATION GEOTEXTILE
z i
O =
NOTES
3 LL
D
USE WIRE A MINIMUM OF 32"
O J
Z
D
IN WIDTH AND WITH A MINIMUM FILTRATION GEOTEXTILE -�
C, 0
V1 a
OF 6 LINE WIRES WITH 12" STAY
¢
r o
SPACING. COMPACTED FILL
Z it
a
T
USE FILTRATION GEOTEXTILE
A MINIMUM OF 36" IN WIDTH AND _ _
F a
m
M z
FASTEN ADEQUATELY TO THE WIRE
n O
AS DIRECTED.
I II- I I� I
W
m o
a
PROVIDE 5'-0" STEEL POST OF -III-III 8 -III
z
w
THE SELF -FASTENER ANGLE STEEL 1LL
TYPE. �„ I', STEEL POST - 2'-0" DEPTH
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE. EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
SHEET t of t
SHEET t of t
1605.01
16 005.01
4/C400 SILT FENCE DETAIL
TEMPORARY SEEDING
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE SEEDING MIXTURE
SPECIES RATE ,Ib/ACREI SPECIES
RYE (GRAIN) 120 RYE (GRAIN)
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS) 50
SEEDING DATES
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT MOUNTAINS - AUG. 15 - DEC. 15
TO EXTEND BEYOND JUNE.
COASTAL PLAIN AND PIEDMONT-AUG. 15 - DEC. 15
SEEDING DATES
MOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 2500 FT FEB 1 -MAY 1
RATE (lb/ACRE)
120
PIEDMONT - JAN. 1 - MAY 1 SOIL AMENDMENTS
COASTAL PLAIN -DEC. 1 - APR. 15 FOLLOW SOIL TEST OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 lb/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES
MULCH SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK SET NEARLY MAINTENANCE
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
REPAIR AND REFERTILIZE DAMAGED AREA IMMEDIATELY. TOPDRESS WITH 50
MAINTENANCE LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN
LATE FEBRUARY OR EALY MARCH
SEEDING SCHEDULE DETAIL
2.42 Disturbed Area (Acres)
5-6 Peak Flow from 10-year Storm (cfs)
4356 Required Volume ft3
1820 Required Surface Area ft2
30.2 Suggested Width ft
60.3 Suggested Length ft
40 Trial Top Width at Spillway Invert ft
100 Trial Top Length at Spillway Invert ft
3 Trial Side Slope Ratio Z:1
3 Trial Depth ft (2 to 3.5 feet above
grade)
22 Bottom Width ft
82 Bottom Length ft
1804 Bottom Area ft2
8544 Actual Volume ft3 Okay
4000 Actual Surface Area ft2 Okay
10 Trial Weir Length ft
0.5 Trial Depth of Flow ft
10.6 Spillway Capacity cfs Okay
2.5 Skimmer Size (inches)
Skimmer Size
0.208 Head on Skimmer (feet)
(Inches)
1.5 Orifice Size (1/4 inch increments)
1.5
1.84 Dewatering Time (days)
2
Suggest about 3 days
2.5
3
4
5
d6
8
Skimmer Basin #3
Okay
2.33 Disturbed Area (Acres)
5.4 Peak Flow from 10-year Storm (cfs)
4194 Required Volume ft3
1755 Required Surface Area ft2
29.6 Suggested Width ft
59.2 Suggested Length ft
25 Trial Top Width at Spillway Invert ft
100 Trial Top Length at Spillway Invert ft
2 Trial Side Slope Ratio Z 1
3 Trial Depth ft (2 to 3.5 feet above
grade)
13 Bottom Width ft
88 Bottom Length ft
1144 Bottom Area ft2
5394 Actual Volume ft3 Okay
2500 Actual Surface Area ft2 Okay
6 Trial Weir Length ft
1 Trial Depth of Flow ft
18.0 Spillway Capacity cfs Okay
2.5 Skimmer Size (inches)
Skimmer Size
0.208 Head on Skimmer (feet)
(Inches)
1.5 Orifice Size (1/4 inch increments)
1.5
1.77 Dewatering Time (days)
2
Suggest about 3 days
2.5
3
4
5
6
8
Skimmer Basin #4
Okay
2.58 Disturbed Area (Acres)
5.98 Peak Flow from 10-year Storm (cfs)
4644 Required Volume ft3
1944 Required Surface Area ft2
31.2 Suggested Width ft
62.3 Suggested Length ft
50 Trial Top Width at Spillway Invert ft
100 Trial Top Length at Spillway Invert ft
3 Trial Side Slope Ratio Z 1
3.5 Trial Depth ft (2 to 3.5 feet above grade)
29 Bottom Width ft
79 Bottom Length ft
2291 Bottom Area ft2
12502 Actual Volume ft3 Okay
5000 Actual Surface Area ft2 Okay
15 Trial Weir Length ft
0-5 Trial Depth of Flow ft
15.9 Spillway Capacity cfs Okay
3 Skimmer Size (inches)
0.25 Head on Skimmer (feet)
2 Orifice Size (1/4 inch increments)
1.01 Dewatering Time (days)
Suggest about 3 days
Skimmer Basin #5
Okay
4.18 Disturbed Area (Acres)
9.68 Peak Flow from 10-year Storm (cfs)
7524 Required Volume ft3
3146 Required Surface Area ft2
39.7 Suggested Width ft
79.3 Suggested Length ft
30 Trial Top Width at Spillway Invert ft
125 Trial Top Length at Spillway Invert ft
3 Trial Side Slope Ratio Z 1
3.5 Trial Depth ft (2 to 3.5 feet above grade)
9 Bottom Width ft
104 Bottom Length ft
936 Bottom Area ft2
7943 Actual Volume ft3 Okay
3750 Actual Surface Area ft2 Okay
10 Trial Weir Length ft
0.5 Trial Depth of Flow ft
10.6 Spillway Capacity cfs Okay
2.5 Skimmer Size (inches)
Skimmer Size
0.208 Head on Skimmer (feet)
(Inches)
2 Orifice Size (1/4 inch increments)
1.5
1.79 Dewatering Time (days)
2
Suggest about 3 days
2.5
3
4
5
d6
8
KE
TUDIO I ARCHITECTUR
ARCHITECT
EVOKE STUDIO I ARCHITECTURE
401 FOSTER STREET, SUITE B1
DURHAM, NC 27701
T: 919.495.6079
CIVIL ENGINEER
JC VVALLER & ASSOCIATES, PC
7-L DUNDAS CIR
GREENSBORO, NC 27407
T: 336.697.2637
LANDSCAPE ARCHITECT
REVINGTON REAVES
1250 REVOLUTION MILL DRIVE, SUITE 143
GREENSBORO, NC 27405
T: 978.793.2297
STRUCTURAL ENGINEER
MMSA, INC.
30 PATRVOOD DR. SUITE 100
GREENVILLE, SC 29615
T: 864.331.1201
MEP ENGINEER
DENBERRY ENGINEERING
2610 VVYCLIFF RD, SUITE 410
RALEIGH, NC 27607.3073
T: 919.881.9939
F: 919.881.9923
NC LICENSE: F-0929
AUDIO VISUAL
KONTEK
318 HOLLAND ST
DURHAM, NC 27701
T: 919.680.4321
LIGHTING
GLIMMER & GLO)N ARCHITECTURAL LIGHTING
4711 HOPE VALLEY RD, SUITE 4F-611
DURHAM, NC 27707
T: 919.425.8945
FOOD SERVICE
KRM FOOD SERVICE DESIGN & CONSULTING
9116 LANIGAN STREET
CHARLOTTE, NC 28277
T: 704.724.1045
SPECIFICATIONS
G2 SPECS, INC.
3301 N HAMMOCK DUNES VILLAGE POINT
LECANTO, FL 34461
T: 704.609.2174
COST ESTIMATING
HARRISCOST
PO BOX 14979
SURFSIDE BEACH, SC 29587
T: 864.307.0021
CONSTRUCTION MANAGER
LECHASE CONSTRUCTION
324 BLACK)NELL ST, SUITE 1200
DURHAM, NC 27701
T: 919.688.5300
This dravling Is the property of EVOKE Studio Architecture and Is not to be
reproduced or copied In whole or in can. It Is only to be used for the project
and site specifically Idenlhled herein, and is not to be used on any other project.
It is to be returned upon the writlen request of EVOKE Studio Architecture.
0 2022 by EVOKE Studio Architecture
PROJECT
111 C
SEALS
CARD N/CII
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'-°°oti � �0 9�
cl � ► � 112012022
`1I1111r1I1,,,�
;,,���•&•ASS,
P
SEAL
'•.C-3934 .�
IN C
III
II
0
0
0
PHASE:
DATE:
ESA NO.:
EROSION CONTROL
DETAILS
7/C400
BAFFLE DETAIL
8/C400
SKIMMER BASIN DETAILS

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
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g P g
sections of the NCGOI Construction General Permit Sections E and F respectively). ( P Y). 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.
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 HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW 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 round sufficient) so that rain will not dislodge the soil. Use one of the
g Y g
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 D WR 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 podding area for containment of treated Stormwater before discharging
offstte.
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. Identifyleaks and repair as soon as feasible or remove leaking equipment from the
P r 8
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 round at least 50 feet away from storm drains
P R Y
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.
NORTH CAROLINA
Environmental Quality
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
tt. T
m T ;¢ R
gzagym.• •ra a...- uc»mex a LN a.•,.®.
,w..r.av:mo
.1 ERA% ABDVE GgAr& 46 IT
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
overflow events. Replace the tar sand bags or other temporary structural
P P, g P rY
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
,P
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.
EFFECTIVE: 04/01/19
1/C401 GROUND STABILIZATION AND MATERIALS HANDLING DETAIL
WIRE F
(IF APF
WOVEN FILTER
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
2, CLASS
I OR 2 RIP -RAP SHALL BE USED AND COVERED WITH PINCHES OF NCDOT 15 OR
J57 WASHED STONE ON THE UPSLOPF SIDE,
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
3/C401
CLASS 1 OR 2
RIP -RAP
TONE
5 OR 157)
_01Y
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
STONE OUTLET DETAIL
�A
FUTURE E.O.P. - -
INLET PROTECTION
SUMP LOCATION,
EARTH BERM A
DITCH BLOCK
--._--_ ... E.O.P.
TEMP. EARTH SHOULDER BERM TEMP. SLOPE DRAIN
INLET PROTECTION J�CSSLA"B" STONE FOR
EROSION CONTROL
OPTION #1
INLET PROTECTION
TEMP. EARTH SHOULDER BERM TEMP. SLOPE DRAIN
INLET PROTECTION CLASS "B" STONE FOR
OPTION #2 •yamEROSION CONTROL
EARTH BERM
DITCH BLOCK FUTURE PAVEMENT
ANCHOR STAKES
TEMP. SHOULDER TEMP. EARTH SHOULDER BERM
BERM DITCH 12" ANCHOR STAKE
_ _ _ _ \\ MIN. EXTEND DRAIN AS REQUIRED TO EARTH BERM DITCH BLOCK
COINCIDE WITH HEIGHT OF FUTURE E.O.P
z -�� - FINISHED EMBANKMENT
12" �� Cc
TEMP. EARTH SHOULDER BERM
_ _ _ _ .. MIN.
NATURAL GROUND LINE - - - - -10' MAX. - I
EARTH BERM DITCH BLOCK TEMPORARY SLOPE DRAIN 1N1-ET PROTECTION
TEMP. SHOULDER BERM DITCH)` I SHOULDER
1�5, MIN. ANCHOR STAKE -TEMP
STAGE BUILDUP OF FILL ,I ANCHOR PITCH
STAKE ELBOW
ELBOW
AN
STAKES 30" LONG TOE OF FILL
AND SET MINIMUM 12" DEEP.
CLASS "B" STONE FOR
SHOULDER
EROSION CONTROL. SEE NOTES. POINT
TEMPORARY SLOPE DRAIN
SECTION A -A TEMP. EARTH SHOULDER BERM
NOTES
1. OPEN END PIPE WITH SUMP AND MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE
INLET TREATMENT FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS.
2. AT INLETS A STANDARD T-SECTION MAY BE INSTALLED FOR MULTI -DIRECTION FLOW AND ELBOWS
FOR SINGLE -DIRECTION FLOW As DIRECTED.
3. EXTEND SLOPE DRAINS TO BOTTOM OF SLOPE, SEDIMENT BASINS AND EROSION CONTROL MEASURES.
4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS.
5. USE MAXIMUM SLOPE DRAIN SPACING OF 200 FT MEASURED ALONG TOP OF SLOPE.
4/C401
SLOPE DRAIN DETAIL
ISOMETRIC VIEW
OPTION #1
syou
<pFq
MATERIAL
TOE\ --
OF FILL
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1622.011
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.
Freq"anry
Inspect
(during normal
Inspection records must Include:
business hears)
(1) Ran gauge
Daily
Daily rainfall amounts.
aintiined 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 be recorded as
"zenci The permittee may use another rain -monitoring device
approved by the Division.
(2) E&Sc
At least once per
1. Identification fthe measures inspected,
Measures
7ca1endardays
2. Date and time of the inspection,
and within 24
3. Name ofthe person Performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
ent �1.0 inch in
properly,
24hours
5. Description of maintenance needs for the measure,
6. ceserption,evidence, and date ofcorrectiveactions taken.
(3)Stormwater
At least once per
1. Identification ofthe discharge outfalls inspected,
discharge
7Calendar days
2. Date and time of the inspection,
outfalls (scot)
and within 24
3. Name ofthe person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
0v 1.0 inch in
shsca,fl°all or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving thesite,
G. De-ri eviden and date of <orrectiveactions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside she limits, then a record
site
7calendardays
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
ent>1.0 inch in
2. Description evidence,and date ofcorrective actions taken, and
24houn
3. An explanation as to the actions taken to control future
releases.
(5)Streams or
At leastonceper
If the stream or wetland has Increased visible sedimentation or
wetlands onsite
7calendardays
stream has visible increased turbidity from the constructor,
r offshe
and within 24
aail them record ofthe following shall be made:
where
hours of rain
1. Description, evidence and date of corrective actions taken and
accessible)
evert >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
stabill-Or
of grading
, clearing and grubbing, installation cf storm
easures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
es have been prrovided within the required
timehame o su nce that they will be provided as
won as Possible.as
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
NORTH CAROLINA
_ Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC Ian as well as an approved deviation shall be kept on the site. The
PP P Y PP p
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The followingitems pertaining to the E&SC Ian shall be documented in the manner
P g P
described:
ttem 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 ofthe E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase ofgrading has been completed.
Initial and date a copy ofthe 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 fora en inspectors at all times during normal business hours unless the
agency P g
Division provides a site -specific exemption based on unique site conditions that make this
P P p q
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
() P p
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
a Visible sediment deposition in a stream or wetland.
O P
(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
ofthe 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 -lay -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 ora I more stringent practices if staff
P PPY 8
determine that additional requirements are needed to assure compliance
with the federal orstate 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)-(e) above
(c) Anticipated
• A report of 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 7coleadcr days, a report that includes an evaluation ofthe
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
Within 14 hours, an oral or electronic notification.
with the conditions
. Within 7caliendor days, a report that contains a description ofthe
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
environmentl40continue,
and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence ofthe noncompliance. 140 CFR 122.411
• Division staff may waive the requirement fora written report on a
case-bycase basis.
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
2/C401 SELF -INSPECTION, RECORDKEEPING AND REPORTING DETAIL
SCREEN ACCESSIBLE THRO" noon
VENT
FLOAT
FLEXIBLE JOI
(RADIATOR HOSE)
OUTLET END CONNECTION
TO OUTLET PIPE OR RISER BARREL PIPE LONGER THAN SHOWN.
5/C401 SKIMMER DETAIL
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6/C401 CURLEX MATTING DETAIL
C
KE
FT�VO
I ARCHITECTURE
ARCHITECT
EVOKE STUDIO I ARCHITECTURE
401 FOSTER STREET, SUITE B1
DURHAM, NC 27701
T: 919.495.6079
CIVIL ENGINEER
JC WALLER & ASSOCIATES, PC
7-L DUNDAS CIR
GREENSBORO, NC 27407
T: 336.697.2637
LANDSCAPE ARCHITECT
REVINGTON REAVES
1250 REVOLUTION MILL DRIVE, SUITE 143
GREENSBORO, NC 27405
T: 978.793.2297
STRUCTURAL ENGINEER
MMSA, INC.
30 PATEWOOD DR. SUITE 100
GREENVILLE, SC 29615
T: 864.331.1201
MEP ENGINEER
DEWBERRY ENGINEERING
2610 WYCLIFF RD, SUITE 410
RALEIGH, NC 27607.3073
T: 919.881.9939
F: 919.881.9923
NC LICENSE: F-0929
AUDIO VISUAL
KONTEK
318 HOLLAND ST
DURHAM, NC 27701
T: 919.680.4321
LIGHTING
GLIMMER & GLOW ARCHITECTURAL LIGHTING
4711 HOPE VALLEY RD, SUITE 4F-611
DURHAM, NC 27707
T: 919.425.8945
FOOD SERVICE
KRM FOOD SERVICE DESIGN & CONSULTING
9116 LANIGAN STREET
CHARLOTTE, NC 28277
T: 704.724.1045
SPECIFICATIONS
G2 SPECS, INC.
3301 N HAMMOCK DUNES VILLAGE POINT
LECANTO, FL 34461
T: 704.609.2174
COST ESTIMATING
HARRISCOST
PO BOX 14979
SURFSIDE BEACH, SC 29587
T: 864.307.0021
CONSTRUCTION MANAGER
LECHASE CONSTRUCTION
324 BLACKWELL ST, SUITE 1200
DURHAM, NC 27701
T: 919.688.5300
This dray/ling is the properly of EVOKE Studio Architecture, and is not to be
reproduced or copied Linwhole or in part. It Is only to be used for the project
and site specifically Identhed herein, and is not to be used on any other project.
It is to be returned upon the nritlen request of EVOKE Studio Architecture.
0 2022 by EVOKE Studio Architecture
PROJECT
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DETAILS

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gy gy "�j %N 0729-01-17-4782 .WN W. INARIS 1 OEOFFAEY C• ORNE-EVANS
OINOf N. TOPo PIS 143 51
11 P3 570
0T SB) 4WA FS. HARmIll OL \I III II IIII HOPE VALLEY FARMS NORTH F KAEBNI ORLE-EVNS / /A
WAN S HNtA6 - I
¢ I I I OWNERS ASSOCNTKIN. INC. 4402 DON(ok Dr. C / I II /
> aC n M02 MpABtlI CL ZONE 01- 3.44 IIII 632 EW`W6N 0' (= SP-) ZONE O - 3.M OWEL B, HOBAN // )
'Syy YY / TONE POIt xH %N 0729-01-1]3361E 20N PoR xM %N 0729-01-17-5740 B�
El PH 0]29-0,-,7-X99 BB 622E PO 963 %N 0729-01-17-6%6 DB 7511 PC 47 4403 MM& 0F.
bb PB 143 PC 40-43 0 57) 08 2 PO 595 Po 141 PC 171-175 (OP 31) ZME: POR 3.N /
8 Be 2M
10-43 PC 271 P8 143 PC {0-{3 % 0-27-0531
Po 143 Po IM 679
(IDT b9> B86/ PS 141 PC 171-Im (LBr 2B)
^ IPF OS
LILL
Do1-kDrHOPE VALLEY FARMS NORTH a �' - (,o'eoetl taw) OWNERS ASSOCIATION. INC. tPgbPo
1512 CaokRe.
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He OUT. 274.22
277.21
\ ^ \ INV IN: 273.694
\ �I IFULL M �61
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ZONE 01
%N 0729-01-25-5067
DO 7355 PC 17 (TRACE 1wO)
P9 195 PG 2 ,-282
sear e:.
rsa'PUeli��w,
�J
SITE SURVEY WAS PROVIDED BY THE
OWNER. IC WALLER & ASSOCIATES, PC
IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE INFORMATION PROVIDED.
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF
CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING
FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE
CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR
OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE
SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL
EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
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JULIETTE DR.
Vl CI NI T Y MAP-
N. T• S.
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: +17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
Waller & Asweiates, PC
SITE DEVELOPNIENF- INFRASTRUCTURE- PLANNERS- SURVEYORS
A MrNORITY OWNED ENGLNEERING AND SURVEYING FIRDI
7-L DITNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT',#21-026-274 Know what's below.
Call before you dig.
SCALE 1 " = 100'
0 100' 200'
E'VO K I
�TUDIO I ARCHITECTU

■
NV-296.8,
� s" �
TOP. 3mm
I / 9N IN (5): J04.94
•VV IN N 3D5.o9
•N IN E): E: 30
97J OUT (Nwp 3a
TON 31982
•VV IN (E): 30687
9N IN (S): J08.87
9N OUT [Nk 303.E
TOP: 31S.18
INV IN (9E): 305.88
INv OUT (NE): 305.78
701 314.23
INV IN (SO 308.23
IMV OUT (MYp 309.2
TOP: 313.09
INV IN (SW): 30884
INV OUT (NAI: 305.51
/ 8"TEMPORARY SLOPE DRAIN AND DIVERSIC
PER NCDOT STD 1622. Di INLET PROTECTION
#2. 8" SLOPE DRAIN SHALL BE INSTF
ACCF'ORBANCE WITH
r
HIE ASSOCIATON, INC.
m (Common Aron)
MR 4M
01-06-55m
0 PG 4=
S 362-374
I
LENGTH
D0=315'
D50=0"
ST-2-2
TOP ELE: 328.50---
BOTTOIA ELE'. 324.00
SURFACE AREA 4.000 SF
VOLUME. 8,544 CF
2.5" SKIMMER
SKIMMER ORIFICE
DIAMESKIM 50"
SEE DETAIL SKIMMER
SIZING CALCS I
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1
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ELM GROVE TOMNHOME ASSOONINHI, INC. I I
4024 S. RONSOIo SL(Common A-)
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SWALE 1 / / III 1 I I I I I I I I I I
12,819.50 SIF �y I
0.29AC. / /,l / /IIII/ IIII IIIIIIIIi I ll�I��(
/ l,�IIIJIII I IIII Ill
.3jg •S•Lp ^ 699/ / / 15"HDPE TEl:IPORARY STORM PIPE (THE
CONTRACTOR SHALL ENSURE WATER IS 1
CAPTURED FROM THE SWALE AND51 I III
D 5 cC SWALE 2 PIPE DISCH� E�TO THE SKIIAM wBASIN
WAE AND ,
Is
D15 14,235.54 SF A,, /
Y \ / 0.33 AC. / / / / TOP ELE: 315.50I I III I IPF OA'
/ BOTTOM ELE: 310.50 I o
SURFACE AREA -5,00It /Z0
VOLUME: 12,502 CF
/eRIPFST-4(TOTAL)
SV64.64 ' 101,515.27 SF 00 �/ // // /
COLTETOMR/ I/VST !'2,664.64 SF
coNTRAcroR srlaLL E-D.US AC. Cc 2.33 AC.
E WgTER BQlp/fI
7 CAPTURED THE SWALE AND / / / // �•
DISCHARGED HE SKIMMER BASIN
SWALE 4 3.0"SKIMMER
/ 10,405.57 SF
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0.24 AC. / SEE DETAIL SKIMMER
I *.2INGCALCS
IPP 0.5•
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3D0=3 ]5' / / /r� T9
o i�'`fs � 7• 3J9 / '76 / / � / r / 5
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SEE DETAIL MSKIDIAETER:2.0"
MMERAl
^J I DIVERSION BERM PER NO STD 1622.D1
SIZING AL,S O INLET PROTECTION OPTION 42. 8, SLOPE FAOl'
ST-5
/ TOP ELE'. 315.00 11 DRAIN SHALL BE INSTALLED INOaokJA (COL'Cinmon Mo)
� BOTTOM ELE. 304.D0 \ R ( r S d ACCORDANCE 4VI; H NOTE 2. ZONE 01
SURFACE AREA'.5, ODD SF I \ / / a %N 0]29-01-29-699]
A� VOLUME: 12,502 OCT / o DB 73N PG 17 (iWCT 7R0)
`� / P9 195 PO m1-282
//llflr�Jl j/ /\/�l�l/�//
, //r �L�'/, \ \ \ �•+ / / / / IN AREAS NIHERE FUTURE RETAINING WALLS •/ / (\ C(-r 1 \ �RER PEN
AREPROPO BACK
EOSHACTGRSNALL
� I THE SLOPE BACK TO BE OSHA COMPLIAI
II SHI L'ENSURE POSTIVE BRA ST-5\\\�\ (I((/111 a
/ \ \\ \ I I I \\ \ / �l I I I I I I I I I J I I 143,242.09 SF Z 1 \ I IJ ,,,D S•aro1VN.F- (' Common Aron)
\�f,� I[ ^ PN 0729-011--(27I8--077418
3.29 AC. / \\ l� 1 I )�)I/ RANLWI G. SRNMI3A f� DB 7M 1995 PG 71-72 �E7
FIN ° �47
D9�358 PGR52'
PB 195 PG 71-72 (LOT 12)
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5 PG T137
8-2800 F
,I' I Pa 195 PG 71-n (LOT 11)
286 1
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J) Il LP I l l (I )c l P9 ,95 PG 7,-]2 (CDT 10)
GOOD NEWS RVIL
MATE INVESTMENT, 11C.
too IN, M
I I %N 0729-01-29-2475
I J//i/� (I /�i✓/ //
I I I-2 / \\��� JIII III \ IIII�I(� /� /// �;//HL
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4 1 I 105,393.37 SF
2.42 AC. ll
1 o////
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ST-1 1 /
I I/ \� 80,976.85 SF
/?�\(/ / �/ 3A5 1 I 1.86 AC.
/ /��v\ / / MM /�, /COCA CON RACTORSHAL.1 FIT RE LL BDENCOH BJACKAINING
/ / EARTH IN ACCORDANCE WITH OSHA /
( / // / / I CONCRETE / / / II REQUIREMENTS FOR THE FUTURE
// ,\/1/ �iVASH-OUT I CONSTRUCTION OF THE WALL WHICH WILL BE �� 0E N 15' PINE
AREA // /IP �I �I(TID SEPARATELY ,' / //� / ✓��
TOP ELE: 330.00
9lgM/ BOTTOM ELE: A:S 00 h 2.5" SKIMMER / / / / / / ( j/SURFACE AREA:3, 000 SF I /
/ / /
/ / VOLUME: 5,814 OF h SKIMMER ORIFICE
SIZING CA.1.50..
Tj SEE
SIZING CALCS
�DA-6(UNTREATED TOTAL) I // iN /La=6. /309�
I I I DID -115
.1,016,577.51 SF II /
°�Z I�, I I /1 1 I ((DDIOT9 W0 D25
J 1 �lll I I l l
� 23.33 AC. � � / /// 1 � I I I11 / (/� / I /I I I` I� I I I I
11141j( \� yii/ / � l 1111
1� M.
RED
REID
13W Cook R8.
ZONE RS-m
THE CONTRACTOR SHALL %N 07m-01-28-20D9
\ D PIS 71 PG 83
ENS UREWATE RGETTO IIII3D
II THE SWALE AND
svNiAH
DISCHARGES OFFSITE -, �I�44���� \,\ppp4,,,
1 MiOP 0]
71
TEMPORARVSLOPEDRAINANDi-
tjDIVERSION BERM PER NCDOT�f_\/
INLET PROTECTION OPTION#2.6'SLOPE �.i
7 UI / / / Ff / 1 DRAIN SHALL BE INSTALLED IN / / �� , �\
i
ACCORDANCE WITH NOTE 2. ` 2
III " SWALE 5
I 22,934.23 SF
Id I 0.53AC. /// // / III 1I I ��I IIII \\(( 1 IIIIi��(�(
I 343 SWALE 6
O 0.09 AC. SF �/ 1 '// / I I �N\\\1\\ 34
\\ \ \ \ 11 I I I
65MASS BUFFER'
330
GRADING
�' \ \ \ I ,229 J AT PAD BUFFER '- /
9 N E
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13,
N85GT7'27"TP'g89.52- ( /a+Y$]T� ZONE PON 3.H
CYMlISOCWDN %N 0729-0,-,7
ZONE PDhRo'3.14 PB ,41MPD0171- (lDT 30)
gy gy %N 07240'9.-17-4782 ANN W. NARREi 1 GEOFFREY C, ORME-EVANS J
CINOf N. lN�O PIS 143 P008 1l PO 57040-[3 (LOT 58) 44D3 NgNSull tt• \I II 1 II IIII HOPE VALLEY FN015 NORM F KA4402 ORkE-EVNS 1 /y
RYAN S. HARRIS I /
¢ I I I OMREIS ASSOCIATION. INC. 4402 DON(ok Dr.
> aC n M02 MMI CE ZONE POR 3.44 IIII 852 E`MW6 - 0' ( W SP-) ZONE PDR 3.M EDANIEL
BORA R%NINCIUM // )
'Syy Mp %N 07m-0,-17-5740�`AV
YY ZONE PO 3H %N Olm-01-1]-5810 mN • POR 3M D8 75It PC 47 S�
VVPP,,,, Sl PH 0]29-01-17-3�9 M I4�Po 10-�43 QOT 57) %N08 o M 5115 P8 IN M 171-175 (O 31) mlE;DpOR 3µ /
b OS 2780 PO 271 P9 143 M 40-43 PINOSD7m8-O -27-01109
�� PS 143 PG Io-43 (LOT m) PS 141 PC 171-1]S (CDT m)
^ PF OS
LILL
DolwiokDr. HOPE VALLEY FARMSCKTIO NORM a �' - (,o'eoeti taw) OWNERS ASSOCNOON. INC. tPgbV
1512 C•ok !t
zorE: P011 3�.NSp.p) e
////^ %OUT: 2 4.22
e
277.21
\ IMV IN: 273.694
\ I V our. Z7 .61
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PN- os• \ � I � �
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OIPP Ob'
I.IJ��
1304 Cook R0. (Common Aron)
ZONE 0,
%N 0729-01-29-5097
D9 7359 PG 17 (TRACT TRO)
PB 195 PO 291-282
�J
SITE SURVEY WAS PROVIDED BY THE
OWNER. IC WALLER & ASSOCIATES, PC
IS NOT RESPONSIBLE FOR THE ACCURACY
OF THE INFORMATION PROVIDED.
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF
CONSTRUCTION. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING
FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE
CONNECTIONS WITH ALL STORM DRAINS AND UTILITIES ENTERING THIS PROJECT.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR
OR ENGINEER. THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE
SUBSURFACE CONDITIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL
EXISTING UTILITIES ON SITE.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.D. & NCDEQ STANDARDS
N o S�
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U
2
0
Q
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0
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U
JULIETTE DR.
Vl CI NI T Y MAP-
N. T. S.
SITE DATA TABLE
LAND USE:
EXISTING: VACANT LOT
PROPOSED: ELEMENTARY SCHOOL
EXISTING NUMBER OF LOTS: 1
PROPOSED NUMBER OF LOTS: 1
ZONING
PARCEL NUMBER: 145702
DEED BOOK: DB:6361 PG:534
PLAT BOOK: PB:174 PG:198
PROPERTY OWNER: DURHAM PUBLIC SCHOOLS
2011 HAMLIN RD.
DURHAM, NC 27704
EXISTING ZONING: PDR
PROPOSED ZONING: IO
DEVELOPMENT TIER: SUBURBAN
TOTAL ACREAGE: 33.23 AC
TOTAL ACREAGE DISTRUBED: +17.28 AC
WATERSHED DATA
REGULATORY BASIN (WATERSHED): THIRD FORK CREEK
BUILDING DATA
EXISTING BUILDING(S) GFA: 0 SF
PROPOSED BUILDING GFA: 86,007 SF
PARKING CALCULATIONS
PARKING REQUIREMENTS
REQUIRED PARKING
1 SPACE PER CLASSROOM (42) 42 SPACES
1 SPACE PER 300 SF OF ADMIN OFFICE SPACE(4,442) 15 SPACES
57 SPACES
REQUIRED BIKE PARKING
1 SPACE PER CLASSROOM(42) 42 SPACES
REQUIRED PARKING=57 SPACES(MIN) OR 175% OF MIN=97 SPACES(MAX)
TOTAL PROVIDED PARKING = 97 SPACES
* OF THE 97 PROVIDED PARKING SPACES, 4 SPACES ARE REQUIRED TO BE
HANDICAP ACCESSIBLE, 4 HANDICAP SPACES ARE PROVIDED
*ALL OF THE HANDICAP PARKING SPACES PROVIDED ARE VAN ACCESSIBLE SPACES
MININUM BUILDING SETBACKS
LOT DIMENSIONS
MINIMUM LOT SIZE (SQ. FT.) N/A
MINIMUM LOT DEPTH (FT.) N/A
MINIMUM LOT WIDTH (FT.) N/A
SETBACK REQUIREMENTS (MINIMUM FT.)
MINIMUM STREET YARD (FT.) 8
MINIMUM SIDE YARD (FT.) 30
MINIMUM REAR YARD (FT.) 30
HEIGHT (FT.) / NUMBER OF STORIES 90
MAX DWELLING UNITS PER ACRE N/A
FEMA INFORMATION
PROJECT IS NOT LOCATED IN FEMA REGULATED FLOOD PLAIN
MAP#................................3720072900L
PANEL#.............................0729
EFFECTIVE DATE................10/19/2018
if Waller SL Associates, PC
SITE DEVELOPMENT -INFRASTRUCTURE -PLANNERS -SURVEYORS
A MINORITY OAA'NED ENGLNEERING AND SURVEYING FIRD4
7-L DtJNDAS CIRCLE
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT',#21-026-274 Know what's below.
Call before you dig.
SCALE 1 " = 100'
0 100' 200'
KI
TUDIO I ARCHITECTU