NCC222876_Site Plan or Location Map_20220811

PINS:
0831-09-16-4765
PLAN SUBMITTAL DATES ARCHITECT APPLICANT /CONSULTANTS 0831-09-16-4553
CENTER STUDIO ARCHITECTURE LANDSCAPE ARCHITECT:
SITE PLAN SUBMITTAL #1: FEBRUARY 12, 2021 170 E. CHAPEL HILL ST. COULTER JEWELL THAMES PA
SITE PLAN SUBMITTAL #2: MAY 7, 2021 DURHAM, NC 27701 111 WEST MAIN STREET
919-688-2700 DURHAM, NC 27701
SITE PLAN SUBMITTAL #3: AUGUST 20, 2021 CONTACT: SCOTT HARMON 919-682-0368
SITE PLAN SUBMITTAL #4: OCTOBER 22, 2021 (APPROVED) CONTACT: JEREMYANDERSON
H 0 LLOWAY STU D I OS
CIVIL ENGINEER:
COULTER JEWELL THAMES PA
CONSTRUCTION DRAWING SUBMITTAL # 1: SEPTEMBER 27, 2021 111 WEST MAIN STREET
CONSTRUCTION DRAWING SUBMITTAL # 2: APRIL 27, 2022 DURHAM, NC 27701
919-682-0368
CONTACT:PRESTON ROYSTER
DURHAM., NORTH CAROLINA
PROJECT DATA
DURHAM STANDARD NOTES
PUBLIC WORKS CONDITIONS OF APPROVAL
VICINITY MAP
PARCEL 1: PARCEL 2:
SCALE: NTS
OWNER: DILLARD HOLLOWAY VENTURE LLC JAMES M ROGALSKI
1. THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARDS AREAS, SHOWN ON.
1. The designing professional (a NCPE, NCPLS or NCRLA/NCPLA - as required) shall submit three (3) sets of construction drawings to
HOLLOWAY
ST.
SUSAN L DANCY
FIRM PANEL: 3720083100✓
the Public Works Department - Development Review for review and approval. Construction drawing approval is required prior to
EFFECTIVE DATE.• MAY 2 2006
commencing construction (see Construction Plan Approval Process). The approval of construction drawings is separate from site plan
ADDRESS: 218 N. DILLARD ST. 212 N. DILLARD ST.
13. LANDSCAPE MULCH: PINE STRAW SHALL NOT BE USED AS MULCH OR GROUNDCOVER WITHIN TEN FEET OF ANY STRUCTURES
approval. City officials shall review all sizes, materials, slopes, locations, extensions and depths for all proposed utilities (waterlines,
PIN: 0831-09-16-4765 0831-09-16-4553
CONSISTING OF EXTERIOR COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY DURHAM CITY CODE SECTION 46-87.
14. LANDSCAPE/SITE COMPLIANCE INSPECTION. ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPING, MUST BE IN PLACE PRIOR TO
sanitary sewer lines and storm drainage conveyance systems) for compliance with all applicable regulatory standards, specifications,
PARCEL ID: 110532 110531
THE ISSUANCE OF A CERTIFICATE OF COMPLIANCE. CONTACT THE DURHAM CITY -COUNTY PLANNING DEPARTMENT SITE
and best management practices.
2. The designing professional (a NCPE, NCPLS or NCRLA/NCPLA - as required) shall submit one (1) set of os-built drawings to the
ACREAGE: 0.55 AC 0.89 AC
COMPLIANCE STAFF TO SCHEDULE AN INSPECTION. SITE COMPLIANCE INSPECTION FEES MUST BE RECEIVED BY THE DURHAM
Public Works Department - Development Review for review and approval. As -built drawing approval is required prior to water meter
CITY -COUNTY PLANNING DEPARTMENT PRIOR TO SCHEDULING AN INSPECTION. IF A RE -INSPECTION IS REQUIRED, AN ADDITIONAL
installation and/or sanitary sewer service connection and prior to issuance of a certificate of occupancy.
LAND USE:
INSPECTION FEE MUST BE RECEIVED BY THIS OFFICE PRIOR TO THE RE -INSPECTION.
15. STREET TREE NOTE FOR ALL SITE PLANS/PRELIMINARY PLATS AND FINAL PLATS WHERE TREES WILL BE PLANTED. STREET TREES
J. Water permit required after construction drawing approval and prior to commencing water main installation.
EXISTING RECANT
MEETING THE REQUIREMENTS OF UDO SECTION 9.6 SHALL BE PLANTED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
4. Sewer permit required after construction drawing approval and nor to commencing sanitary sewer main installation.
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5. Sewer permit from Durham County required. Contact Durham County Utility Division of 919-560-9033.
`.
PROPOSED RESIDENTIAL &RETAIL SALES
COMPLIANCE, UNLESS THE PLANTING HAS BEEN POSTPONED IN ACCORDANCE WITH THE REQUIREMENTS OF UDO SEC. 9. 11.
6. NCDOT or a City Durham Driveway Permit is required.
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16. YARD TREE NOTE FOR ALL SITE PLANS/PRELIMINARY PLATS AND FINAL PLATS WHERE TREES WILL BE PLANTED: YARD TREES
The d Durham and/or encroachment permit is required
7. The location of the sidewalks shown on this plan is schematic. A City
Q
ZONING:
EXISTING OI OFFICE INSTITUTIONAL
MEETING THE REQUIREMENTS OF UDO SECTIONS 71.2C AND 6.8.2C SHALL BE PLANTED PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF COMPLIANCE, UNLESS THE PLANTING HAS BEEN POSTPONED IN ACCORDANCE WITH THE REQUIREMENTS OF UDO
DurhaNCDOm
prior to any construction. After obtaining the required permits, please contact the City of Durham Engineering Construction
o
-
SEC. 11 9. .
Inspection office at 919-560-4326 for a pre -construction conference and field visit prior to any work on the proposed sidewalk.
PROPOSED NO CHANGE
25. UDO SITE LIGHTING NOTE (UDO SEC. 7. 4):
8. When public sidewalk and curb ramps are proposed:
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DEVELOPMENT TIER: URBAN
A. THE MAXIMUM ILLUMINATION PERMITTED AT THE END OF A PROPERTY LINE SHALL BE AS SET FORTH BELOW. WHERE A
i. PROWAG standards are to be used. See City of Durham Curb Cuts Details http://durhamnc.gov/DocumentCenter/Home/trew/2114.
For ramps `tight' existing developed areas with small R (Downtown, etce it recommended specific romp details ore
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DEVELOPMENT IS UNIFIED WITH SHARED PARKING OR OTHER MEASURE SHOWN ON A SITE PLAN, THE MAXIMUM ILLUMINATION
LEVELS SHALL APPLY ONLY TO THE EXTERIOR LOT LINES OF THE PROJECT (ANY INTERIOR LOT LINES SHALL BE EXEMPT FROM
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needed to prevent construction delays. The burden to make it work is on the designing engineer.
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OVERLAYS:
THIS PARAGRAPH).
STORMWATER DIVISION
m
NATIONAL HISTORIC DISTRICT HOLLOWAY STREET DISTRICT
1) THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A RESIDENTIAL ZONING DISTRICT IS 0.5
1. At a minimum, the stormwater design details for this project shall be governed by the minimum standards of the most recent
LOCAL HISTORIC DISTRIC HOLLOWAY STREET DISTRICT
FOOT-CANDLES.
edition of the City of Durham Reference Guide for Development (RGD) and any Letters to Industry posted on the City's website that
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LOCAL HISTORIC LANDMARK C.C. THOMAS HOUSE
2) THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A NONRESIDENTIAL ZONING DISTRICT IS 5.0
are in effect the date Construction Drawings are first received for review by the City.
FOOT-CANDLES.
2. Final design calculations for the stormwater control measure(s) (SCM(s)) require the use of storage indication routing methodology
RIVER BASIN: NEUSE
3) THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET IS 5.0 FOOT-CANDLES.
such as TR-20 or HEC-1 models. For each SCM, as applicable, sta a-stora a relationship and inflow and outflow h dro ra hs are
PP g g P �' g P
REGULATORY BASIN: FALLS LAKE
B. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT-CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS IN THE TABLE
required. All tabulated data including calculations showing the limiting discharge, whether orifice, weir, barrel, or outlet control as
IN UDO SECTION 7.4 WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THE PAVEMENT WITHIN THE LIGHTED AREA.
appropriate is required. HydroCad, Hydraflow Hydrographs, and PondPack are commonly used and recognized software programs
WATERSHED PROTECTION
C. THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF LIGHTING FIXTURES (FIXTURES DESIGNED TO INSURE THAT NO LIGHT
which incorporate routing methodology accepted by the City.
OVERLAY DISTRICT: N/A
IS EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND) SHALL BE 30 FEET ABOVE GRADE.
J. Use for residential developments with a Homeowners Association: Stormwater control measure(s) (SCM(s)) permit fee(s) and a
D. THE MAXIMUM HEIGHT FOR NON -DIRECTIONAL LIGHTING FIXTURES, WHICH ARE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT
payment into the Stormwater Replacement Fund are required for all SCM(s) associated with this development. Construction of the
TOTAL SITE AREA:
TO BE EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND SHALL BE 15 FEET ABOVE GRADE. NON -DIRECTIONAL
development is not allowed to commence until these items are provided in accordance with City Stormwater Standards or in
GROSS 62,441 SF / 1.44 AC
LIGHTING FIXTURES SHALL BE TRANSLUCENT OR HAVE BAFFLES TO PREVENT VIEWS OF THE LIGHT SOURCE.
accordance with written olio The designer shall submit a sealed engineer's construction cost estimate for eve SCM proposed in
policy. 9 9 r1' P P
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DEDICATION 57,10SF/11.30. 12
E. UNDER -CANOPY LIGHTING SHALL BE RESTRICTED TO LIGHTING FIXTURES (INCLUDING LENSES) THAT DO NOT PROJECT BELOW
the development prior to approval of the construction drawings.
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NET 57,104 SF / 1.32 AC
NET
THE BOTTOM OF THE CANOPY.
4. An as -built certification for the SiormWOter control measures SCM s provided b the certifying engineer, is required. The
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S
F. LIGHTING SHALL BE ORIENTED NOT TO DIRECT GLARE OR EXCESSIVE ILLUMINATION ONTO STREETS IN A MANNER THAT MAY
the
as -built certification shall be submitted in accordance with the City of Durham SCM As -built Program, refer to Section 8.6
y g
DISTRACT OR INTERFERE WITH THE VISION OF DRIVERS ON SUCH STREETS.
As -built Certification Requirements for SCMs in the City of Durham, of the Reference Guide for Development. The SCM as -built
AREA OF DISTURBANCE: 62,411 SF 11.44 AC
G. THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY (BY USE OF PHOTOMETRIC SURVEY) PRIOR TO THE CERTIFICATE OF
certification(s) shall be approved by the Stormwater Development Review Section prior to issuance of any final certificates of
COMPLIANCE BEING ISSUED. ALL OF THIS INFORMATION, INCLUDING DETAILS, WILL BE REQUIRED ON BUILDING PLANS PRIOR TO
occupancy/compliance for development, with the exception of when an appropriate construction security has been provided for
SITE AREA IN 100 YEAR FLOOD PLAIN: 0 AC; FEMA MAP#3720083100J, EFFECTIVE MAY 2, 2006
ISSUANCE OF A BUILDING PERMIT.
33. FIRE NOTES TO BE INCLUDED ON COVER SHEET. SAFEGUARDS DURING THE CONSTRUCTION, ALTERATION, OR DEMOLITION OF
single family or townhome development. With this provided construction security, certificates of occupancy/compliance can be issued
BUILDING DATA:
STRUCTURES SHOWN ON THIS SITE PLAN SHALL BE IN ACCORDANCE WITH CHAPTER 33 OF THE 2018 NORTH CAROLINA FIRE
for a percentage of single family lots in accordance with City requirements.
5. The Develo er Contractor shall schedule a reconstruction meeting with the Stormwater Development Review section nor to
P/ P 4 P P
NORTH
TOTAL 19 TOWN HOMES
CODE AND NFPA241 (2013 EDITION).
25. FOR COUNTY SOIL AND EROSION CONTROL:
commencin on an Stormwater Control Measure SCM if the SCM will be constructed initial/ as a Sedimentation and Erosion
g work y ( )' y
832 SF RETAIL SALES
A. A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF A
Control (S&EC) device, to be converted to a permanent SCM at a later time, the preconstruction meeting should be scheduled
LAND -DISTURBANCE PERMIT.
prior to construction of the S&EC device. Call 919-560-4326 Ext. 30238 to schedule the required meeting a minimum of three
BUILDING SETBACKS: OI ZONING TOWNHOME
B. IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE
business days prior to the desired meeting date. This is in addition to other preconstruction meeting requirements for erosion
control, engineering inspections, etc.
LIST 0 F SHEETS
STREET YARD: 15' MAX. 5' MIN. (REAR VEHICULAR ACCESS)
INCLUDED /N THE LAND -DISTURBANCE PLAN AND PERM/T UNLESS THE SPO/L BORROW SITE ALREADY HAS A LAND -DISTURBANCE
/
SIDE YARD: 10' MIN. N/A
PERMIT.
REAR YARD: 25' MIN. N/A
CD-0.0 COVER SHEET
CD-0.1 NOTES
TREE PRESERVATION:
CD-1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
REQUIRED N/A (UDO SEC. 8.3.1.13.2)
CD-2.0 SITE LAYOUT PLAN
OPEN SPACE:
CD-3.0 GRADING AND STORM DRAINAGE PLAN
REQUIRED 57,104 x 6% = 3,426 SF
CD-4.0 EROSION CONTROL- PHASE 1
1/3 REC. = 1,142 SF
CD-4.1 EROSION CONTROL - PHASE 2
CD-4.2 EROSION CONTROL DETAILS
PROPOSED 1,162 SF REC. AREA 'A'
CD-4.3 EROSION CONTROL DETAILS
2,264SF AREA'B'
3,426SF TOTAL
CD-5.0 UTILITY PLAN
CD-5.1 SANITARY SEWER DESIGN PLAN AND PROFILE
LANDSCAPE BUFFERS:
CD-7.0 LANDSCAPE AND LIGHTING PLAN
REQUIRED RE: SD-7.0
CD-8.0 DETAILS
CD-8.1 DETAILS
VEHICULAR PARKING:
CD-8.2 DETAILS
REQUIRED:
HOUSEHOLD LIVING MIN. 2 PER UNIT
CD-9.0 BIORETENTION AREA DETAILS
19 UNITS x 2 = 38 SPACES
CD-9.1 BIORETENTION AREA PLANTING DETAILS
38 x 1.75 = 67 SPACES MAX.
CD-9.2 PERVIOUS PAVEMENT DETAILS
38 x 0.9 = 34 SPACES MIN.
RETAIL SALES 1/200SF
2,496 SF 1200 = 12 SPACES
GENERAL CONDITIONS OF APPROVAL
4 x 1.75 = 7 SPACES MAX.
12 x 0.9 = 11 SPACES MIN.
1. THE SITE WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES (ANSI 117.1 -2009 AND CHAPTER 11 OF THE
PROPOSED: 35 STANDARD SPACES
NCBC) UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER, SURVEYOR OR ARCHITECT VERIFIES
8 COMPACT SPACES (189%)
THAT SITE CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE
1 STANDARD ADA (INCLUDES 1 LOADING SPACE)
POSSIBLE.
2. AN AS -BUILT SURVEY OF THE SITE, PERFORMED BY THE DESIGN PROFESSIONAL OR DESIGNEE, MUST BE SUBMITTED TO THE BUILDING
1 VAN ADA (INCLUDES 1 LOADING SPACE)
INSPECTIONS DEPARTMENT CERTIFYING THAT ALL SITE ACCESSIBILITY CODE REQUIREMENTS SUCH AS CURB CUTS, RAMP SLOPES,
45 SPACES
SIDEWALK SLOPES AND WIDTHS, AND CROSS SLOPES MEET THE REQUIREMENTS OF THE NC ACCESSIBILITY CODE PRIOR TO CO
ISSUANCE.
BICYCLE PARKING:
J. THIS DEVELOPMENT IS NOT ELIGIBLE FOR CITY CART COLLECTION. TOWNHOMES WILL BE COLLECTED BY A PRIVATE COMPANY. SOLID
REQUIRED
WASTE CONTAINMENT CAPACITY AND COLLECTION FREQUENCY WILL BE SUFFICIENT TO PREVENT THE ILLEGAL PLACEMENT OF TRASH AND
RETAIL SALES 115,000 SF; MIN. 4
REGYGL
4. THE LOCATION OF THE SIDEWALK SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS
APPROVAL STAMPS
4 SPACES REQUI RED
REQUIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DURHAM
ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 560-4326 FOR A PRE -CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO
PROPOSED 4 SPACES / 2 RACKS
ANY WORK ON THE PROPOSED SIDEWALK.
5. PRIOR TO BEGINNING CONSTRUCTION OF THE SCM(S), A PRECONSTRUCTION MEETING SHALL BE SCHEDULED WITH CITY STORMWATER IN
IMPERVIOUS SURFACE:
ACCORDANCE WITH THE STANDARD PUBLIC WORKS' STORMWATER NOTE ON THE PLANS. THIS MEETING SHOULD BE SEPARATE FROM THE
EXISTING: 3,427 SF 10.079 AC
ENGINEERING INSPECTIONS' PRECONSTRUCTION MEETING AND SCHEDULING IT IS THE RESPONSIBILITY OF THE
PROPOSED: 39,876 SF 10.915 AC
OWNER/DEVELOPER/ENGINEER. THE MEETING MUST BE ATTENDED BY THE PROJECT CONTRACTOR RESPONSIBLE FOR SCM
CONSTRUCTION, THE BMP CERTIFYING ENGINEER (BCE) WHO HAS BEEN SECURED TO PROVIDE THE AS -BUILT CERTIFICATION, AND THE
GEOTECHNICAL ENGINEER (REQUIRED WHEN EARTHEN DAMS INVOLVED). WATER/SEWER PERMITS WILL NOT BE ISSUED OR WHEN SUCH
PERMITS ARE NOT REQUIRED, FINAL CONSTRUCTION DRAWING APPROVAL WILL NOT BE GRANTED UNTIL THIS MEETING HAS BEEN
SCHEDULED.
6. PER UDO SECTION 16.4.3.E.1, ANY EXISTING PEDESTRIAN PATH THAT WILL BE INACCESSIBLE FOR MORE THAN SEVEN DAYS SHALL
REQUIRE APPROVAL OF A PEDESTRIAN TRAFFIC CONTROL PLAN AS PER MUTCD STANDARDS. PRIOR TO THE PATH BECOMING
INACCESSIBLE, THE PEDESTRIAN TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE TRANSPORTATION DIRECTOR
OR DESIGNEE, AND NCDOT, AS APPLICABLE, THROUGH THE CONSTRUCTION DRAWING APPROVAL PROCESS. PEDESTRIAN TRAFFIC CONTROL
PROJECT NOTES
PLANS SHALL INCLUDE NEW OR TEMPORARY PEDESTRIAN CIRCULATION ROUTES AND PEDESTRIAN PROTECTION MEASURES AS
APPROPRIATE
• BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON SURVEY PROVIDED BY COULTER JEWELL THAMES, PA
DATED JANUARY 2021.
• PUBLIC WATER IS AVAILABLE TO THIS PROJECT
• ANY NEW UTILITIES ARE TO BE INSTALLED UNDERGROUND.
RESOURCE ORDINANCE COMPLIANCE
SPECIAL CONDITIONS OF APPROVAL
P88-19 Approved: May 16, 1988
FLOODPLAIN PROTECTION: NO FLOOD PLAIN AS PER EFFECTIVE FEMA MAP NUMBER 3720083100J (MAY 2, 2016).
STEEP SLOPE PROTECTION: THERE ARE NO STEEP SLOPES ON SITE.
B2100009 Approved: March 23, 2021
WETLANDS PROTECTION: THERE ARE NO WETLANDS LOCATED ON THIS SITE.
PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY
STREAM BUFFERS: THERE ARE NO STREAMS & BUFFERS LOCATED ON THE SITE.
1
C OA 2100024 Approved: June 01, 2021
TREE COVERAGE AREA: NO EXISTING TREE COVERAGE LOCATED ON SITE.
PRIOR TO ISSUANCE OF A BUILDING PERMIT
1. DEDICATE 10' OF ADDITIONAL RIGHT-OF-WAY FOR THE FRONTAGE OF THE SITE ALONG PEACHTREE PLACE. A COPY OF THE RECORDED
PLAT MUST BE SUBMITTED WITH THE FIRST BUILDING PERMIT APPLICATION.
Level 4 Site Plan
EROSION CONTROL NOTES
2. IF THE EXISTING STREET LIGHT IS REMOVED PRIOR TO THE NEW LIGHTING BEING INSTALLED, TEMPORARY STREET LIGHTING MUST BE
PROVIDED TO MAINTAIN ADEQUATE STREET LIGHTING FOR THE DURATION OF CONSTRUCTION.
Durham Site Plan Case # D 210 0 0 5 3
1. IF MORE THAN 12, 000 SQ. FT OF AREA IS DISTURBED, A LAND -DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITY.
2. IF MORE THAN 20,000 SQ. FT. IS DISTURBED, A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED
J 0 B SITE COPY: A COPY OF THE APPROVED SITE PLAN MUST BE ON SITE A N D
PRIOR TO THE ISSUANCE OF A LAND -DISTURBANCE PERMIT.
J. IF TREE PROTECTION IS REQUIRED BY THE CITY/ COUNTY PLANNING DEPARTMENT, TREE PROTECTION CERTIFICATION MUST BE
AVAILABLE FOR PERIODIC INSPECTION AND USE DURING CONSTRUCTION TO
ISSUANCE TO OF ATHE LAND -DISTURBANCE PERMITAM COUNTY ON CONTROL DIVISION, AND TREE PROTECTION INSPECTION COMPLETED PRIOR TO THE
EVALUATE COMPLIANCE WITH THE APPROVED SITE PLAN. REQUIRED INSPECTION
4. IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE
W I L L N O T TAKE PLACE I F T H E J O B S I T E COPY I S NOT AVAILABLE A N D
INCLUDED IN THE LAND -DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND -DISTURBANCE
PERMIT.
RE -INSPECTION FEES WILL BE CHARGED.
5. CLEARLY INDICATED LIMITS OF DISTURBANCE ARE SHOWN ON THE GRADING PLAN.
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
NC BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS
LIC # C-1209
NC BOARD OF
LANDSCAPE ARCHITECTS
LIC # C-104
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Project
HOLLOWAY
STUDIOS
218 N. Dillard St..
Durham Township,
Durham County,
North Carolina
NS:
131-09-16-4765, 0831-09-16-4553
Job Number 2062
Drawn ED, MPM
Checked JSA, PBR
Date 09.27.2021 - CD SUB #1
Revisions 04.27.2022 - CD SUB #2
CONSTRUCTION DRAWINGS
PLANS NOT ISSUED
FOR CONSTRUCTION
Sheet Title
COVER
SHEET
Sheet Number
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PROPERTY LINES, A BLANKET
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HOA. 7HE EASEMENT SHALL BE PROPOSED
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BW 408.00
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SEGMENTAL RETAINING WALL TW 408.25 0
W/ 42" HT. NON CLIMBABLE BW 405.00 0 j 407
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TW 409.0
BW 408.0 \ i
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(DESIGNED BY OTHERS)
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WITH IWS (RE.• CD-9.0)
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BW 404.0 3g 5 .
TW 397.0
BW 396.0
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\ REPLACE EXISTING 12" RCP WITH BIORETEN77ONA AREA _
UNDERDRAINS (TYP. INV IN= J8 BUILD
6.98 STRUCTURE AS NECESSARYR
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GRADING AND STORM DRAINAGE PLAN TY ST. w REPLACE SEC77ON OF EXIS77NG 4" CIP WATERLINE AS
SCALE: 1" - 30' VAR. WIDT11 pUBLIC NECESSARY FOR INSTALLATION OF PROPOSED 24" RCP, AND
RSA' RIM=.39.3.44 o VIDE 12" MINIMUM SEPAR477ON W17H STORM DRAIN.
r - INSTALL VER77CAL BENDS W17H RESTRAINED JOINT F7TT INGS,
30 0 30 60 90 - _ REMOVE AND REPLACE EXIS77NG INLET. NEW INLET RODDING, AND BLOCKING AS NECESSARY.
SHALL CONNECT TO PROPOSED AND EXISTING PIPES.
CON7RACTOR SHALL FIELD VERIFY EXIS77NG 12" RCP - CONTRACTOR TO FIELD VERIFY LOCA77ON AND
Scale 1 " = 30' INVERT PRIOR TO FABRICA77NG NEW INLET STRUCTURE. - - ELEVATION OF EXISTING WATER LINE.
BUILDING HEIGHT - GRADE CALCULATION
BUILDING 1 AVERAGE GRADE AT 4 BUILDING CORNERS:
409.7'+409.0'+409.7'+410.0' = 409.6'
BUILDING 2 AVERAGE GRADE AT 4 BUILDING CORNERS:
409.0'+409.0'+410.0'+410.2' = 409.55'
IMPERVIOUS SURAFCE
39,876 SF / 0.915 AC
PIPE SEGMENT
UPSTREAM
RIM
INVERT
DOWN.
INVERT
UPSTRM
LENGTH
(FT)
DIA. (FT)
SLOPE
PIPE
MATERIAL
O-RING
GASKETTED
FES2 TO C13
407.00
400.64
401.01
37
18
1.00%
RCP
YES
CI TO C14
407.93
401.11
402.11
100
15
1.00%
RCP
YES
C14 TO CI5
408.53
402.21
403.10
89
15
1.00%
RCP
YES
C15 TO C16
408.96
403.20
403.73
53
15
1.00%
RCP
C16 TO C17
408.83
403.83
404.51
68
15
1.00%
RCP
C17 TO C18
408.35
404.61
404.91
30
15
1.01%
RCP
C15 TO D19
408.90
405.09
406.46
107
15
1.28%
RCP
EX MH1 TO EX Cl2
392.86
388.19
388.53
34
24
1.00%
RCP
EX C12 TO R1
401.00
389.42
396.25
83
15
8.26%
RCP
YES
2 / CD-3.0
PIPE DATA CHART
N.T.S.
FOR ALL SIDEWALKS THE FOLLOWING APPLIES:
1. SIDEWALK SLOPES TO BE A MAXIMUM 4.8%.
2. SIDEWALK CROSS SLOPES TO BE A MAXIMUM 1.8%.
3. MINIMUM 1' SHOULDER AT MAXIMUM 2% SLOPE ADJACENT TO ADA PAVED ROUTES
UNLESS A HANDRAIL IS CALLED OUT.
4. ADA PARKING TO BE A MAXIMUM 1.8% SLOPE IN ANY DIRECTION FOR ENTIRE AREA -
PARKING SPACES AND AISLES.
5. ALL DOORS EXITING THE BUILDING REQUIRE AN ADA ACCESSIBLE COMPLIANT ROUTE TO A
PUBLIC WAY.
WALL NOTES:
CONTRACTOR SHALL PROVIDE DESIGN DRAWINGS FOR RETAINING WALLS SIGNED AND SEALED
BY A QUALIFIED LICENSED NCPE THAT ACCOUNTS FOR APPLICABLE LOADINGS AND
PROPOSED CONDITIONS (INCLUDING THE PROPOSED STORM DRAIN PIPE) FOR REVIEW AND
APPROVAL BY THE OWNER, ARCHITECT, AND ENGINEER. CONTRACTOR SHALL OBTAIN ALL
REQUIRED PERMITS FOR THE WALL.
BLANKET EASEMENT NOTES:
THE CITY OF DURHAM AND THEIR ASSIGNS HAVE RIGHT OF ACCESS TO THE PERMANENT
STORMWATER CONTROL MEASURE (BIORETENTION AREA AND PERVIOUS PAVERS) FOR
INSPECTIONS AND MAINTENANCE ENFORCEMENT. A BLANKET ACCESS EASEMENT TO, OVER
AND AROUND THE STORMWATER CONTROL MEASURE IS HEREBY GRANTED FOR INSPECTIONS
AS WELL AS ENFORCEMENT OF OPERATION & MAINTENANCE. ANY OBSTRUCTION PLACED IN
THE BLANKET EASEMENT THAT IMPEDES NECESSARY MAINTENANCE ENFORCEMENT WILL BE
REMOVED AND ALL THE ASSOCIATED COSTS WILL BE BORNE SOLELY BY THE OWNER.
SOIL REMEDIATION NOTES:
THE PROCEDURE FOR COMPACTED SOIL REMEDIATION IS AS FOLLOWS:
-REMOVE ALL IMPERVIOUS SURFACES FROM THE SUBJECT AREA.
-TILL THE AREA TO A DEPTH OF 12" BELOW THE TOP OF THE COMPACTED SUBGRADE
-SUITABLE RATES AND TYPES OF SOIL AMENDMENTS SHALL BE DETERMINED THROUGH SOIL
TESTS. LIMESTONE AND FERTILIZER SHALL BE APPLIED UNIFORMLY DURING SEEDBED
PREPARATION AND MXED WELL WITH THE TOP 4 TO 6 INCHES OF SOIL.
PINS:
0831-09-16-4765
0831-09-16-4553
grading and storm drainage notes
GRADING NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE
OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE
PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN
GIVEN.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM
STANDARDS AND SPECIFICATIONS.
3. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT
LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT
PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE
CALL".
4. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE
AND ATTEND A PRECONSTRUCTION CONFERENCE WITH THE CITY OF DURHAM
INSPECTIONS DEPARTMENT [phone] EXT. 30287, AND A REPRESENTATIVE
OF THE OWNER.
5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES
ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
6. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO
THE OWNER'S REPRESENTATIVE IMMEDIATELY.
7. SOIL UNDER BUILDING PAD, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1
(H:V) SHALL BE APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE
GEOTECHNICAL ENGINEER. THESE SOILS SHALL BE COMPACTED AS SPECIFIED
UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER. ANY
UNDERCUT OF SOILS IN THESE AREAS SHALL BE APPROVED BY THE GEOTECHNICAL
ENGINEER & OWNER. THE UNDERCUT SOILS SHALL ALSO QUANTIFIED BY THE
GEOTECHNICAL ENGINEER.
8. ALL BANKS, SWALES AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5:1
MAXIMUM. CUT SLOPES SHALL BE NO STEEPER THAN 2:1.
9. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING
WATER OR WET LAWN AREAS, AND TO ENSURE THAT ALL STORM WATER FLOWS TO
INLETS OR OTHER POINTS OF DISCHARGE.
10. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM 1.8% CROSS SLOPE IN
THE DIRECTION SHOWN ON THE PLAN.
12. CONNECT ROOF LEADERS TO SAND FILTER WITH PVC PIPE. SEE PLUMBING PLANS
FOR LOCATIONS.
STORM DRAINAGE NOTES:
1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE
(RCP) UNLESS NOTED OTHERWISE.
2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF
DURHAM STANDARDS.
3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH.
4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH
CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC
GASKETS UNLESS OTHERWISE NOTED.
6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED
UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO
MANUFACTURER'S SPECIFICATIONS.
7. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION
MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL.
SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS
AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER
UNDER THE TAMPING BLOWS OR PROOF ROLLING.
8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR
BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS
LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95% OF
THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE
TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100% STANDARD PROCTOR.
10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED
TRENCHES AFTER PIPE HAS BEEN PLACED.
11. ALL YARD DRAINS SHOWN HAVE DRAINAGE AREAS LESS THAN 400 SF EACH. SO,
THESE PIPES ARE CONSIDERED TO BE PRIVATE AND WILL NOT BE PERMITTED
THROUGH CITY OF DURHAM PUBLIC WORKS.
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING ___------ -__ DATE _- ----- ___
STORM WATER -_-------- DATE -_-_-___
TRANSPORTATION_-_-_-_ DATE-_-_-_-
---------------- DATE--------
---------------- DATE --------
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
NC BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS
LIC # C-1209
NC BOARD OF
LANDSCAPE ARCHITECTS
LIC # C-104
-
= 35003
NGINEF'4''0'<���
Project
HOLLOWAY
STUDIOS
218 N. Dillard St..
Durham Township,
Durham County,
North Carolina
PINS:
0831-09-16-4765, 0831-09-16-4553
Job Number 2062
Drawn ED, MPM
Checked JSA, PBR
Date 09.27.2021 - CD SUB #1
Revisions 04.27.2022 - CD SUB #2
CONSTRUCTION DRAWINGS
PLANS NOT ISSUED
FOR CONSTRUCTION
Sheet Title
GRADING AND
STORM
DRAINAGE
PLAN
Sheet Number
CD=10

-
RIM=
410.64
INV.=403.67
T INV.=404.45
R1M=408.60
CDT /A TI
NV.
=404.4 /
w p B (1 V C
INV.
=403-67 /
ss I
/
/6 „ JP WL-
_ ss\Y—/
18 ' RCP /
�Oti / R1M�40 .49
INV=3,�7.
98/18 �� // \
70
RIM=407.14
INV. = 402.52
i
Lly frS OF DISTU��4NG�E
/Si
/ / CONSTIrUC ON I /
EXISTING GRAVEL AR /
vco
N \Q
—409
�ol
s I / / / EXISTIN II RETAINING W.4�L \ > � \ /l l I C"00
40
I �
49
I I —
\\\—
�
I I I I
EX. CONTOURS / i II II I I I 01
/ (7YP� �o I I I I I IIII _�----
/
o�
I �0
n /
rot
6 I
0
ki
SILT FENCE OUTLET
r J
.0 \
\ w 1 ' �•. I \ _ _ R1M=392.83 WL
INV. 1N=386.97 w6 „ Cw
\ W—W_ — — — TOC=392.86 \ INV. OUT=379.87
LIBERTY ST w�
\ � W
VAR. W DTH PUBLIC R/W
_w w—
/6 , CWP Ws — S _� SS
Ss
SS �� (SS��
—�
\
I � \
I
I
I �
�I \
\ \ SILT FENCE
GRADING AND STORM DRAINAGE PLAN
S
C S S 24" RCP
II
d? --- W
F- o —W� — —
30 0 30 60 9
Scale 1 " = 30'
erosion control legend
-SF
SILT FENCE
7P
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
®
SILT FENCE OUTLET
CONCRETE WASHOUT
(0 INLET PROTECTION
Em
RIP RAP
N
INLET SEDIMENT BAG
WATTLE INLET
PROTECTION
®
CHECK DAM
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
NC BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS
LIC # C-1209
NC BOARD OF
LANDSCAPE ARCHITECTS
LIC # C-104
Project
HOLLOWAY
STUDIOS
218 N. Dillard St..
Durham Township,
Durham County,
North Carolina
PINS:
0831-09-16-4765, 0831-09-16-4553
Job Number 2062
Drawn CWA
Checked PBR
Date 10.22.2021
Revisions
EROSION CONTROL PLAN
PLANS NOT ISSUED
FOR CONSTRUCTION
Sheet Title
EROSION
CONTROL
PLAN -
PHASE 1
Sheet Number
CD=4mO

�� 0 RIM= 410. 64
INV. = 403.67
RIM_408.60 /T INV.=404.45
NV. — 404.4
INV.=40J,67WL
ss s
o \\ 18' RCP / s
0� RIM�406.49 /
N INV =3,�7. 1
�Ln
70 ,)
RIM=407.14
INV. = 402.52
LIMITS OF DISTURBANCE
CONSTRUCTION
—409 —/^1 /
/410--
00
/
49
Q
� 1 '
1 '
C'
%
� 1 1
/
d
11 1 C 1
1 , 1
1
I1 0
1 �
I 1 �
I b 4// 4
EX. CONTOURS
/ (7YP.)
\ PROPOSED BIORETENTION AREA. 0 a
\ CONTRACTOR SHALL NOT �� q6% a"
\ INSTALL MEDEAM
�N SL STABILIZED.g03 R s
CONTRACTOR SHALL PROTECT �g
\ MEDIA ONCE INSTALLED.
/
r—
r�
� w \
\ w
1 _
TOC=392.86—
t<
AREA DRAIN WITH
PROTECTION
\ (TYP-)
I
SILT FENCE
i
/ N
r L
Cn
/ \ PROPOSED STORM PIPE -
(0
I �
405
I
to
I / I
I �I
d PROPOSED
ONTOURS
I
C)
r
PROPOSED CURB INLET
ITH PROTECTION
(n'P)
II I
N
0I
II I I
I
ill � 1 I
0 �
I
III � I
,nI
I
I�
I I
I
I
III I
I;I I I
I CO
I
J
5� �� \
�l I\ SILT FENCE OUTLET
I \\ I
\ TIE BIORETENTION OUTLET
\ PIPE TO EX INLET. —
\ � � w
LIB WL
ERTY ST. w
\ VAR. W DTH PUBLIC R/W
11 CD-4.1
EROSION CONTROL PLAN - PHASE 2
SCALE: 1" = 30'
REBUILD STRUCTURE AS
_ - NECESSARY.
INV. IN=386.97 w6 „ C� w
\ INV. OUT=379.87
s
CA s s �2RCP
II
a? --- w
F— — w� — —
30 0 30 60 9
Scale 1 " = 30'
erosion control legend
-SF
SILT FENCE
7P
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
®
SILT FENCE OUTLET
CONCRETE WASHOUT
(0
INLET PROTECTION
Em
RIP RAP
N
INLET SEDIMENT BAG
WATTLE INLET
PROTECTION
®
CHECK DAM
111 West Main Street
Durham, N.C. 27701
p 919.682.0368
f 919.688.5646
www.cjtpa.com
NC BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS
LIC # C-1209
NC BOARD OF
LANDSCAPE ARCHITECTS
LIC # C-104
Project
HOLLOWAY
STUDIOS
218 N. Dillard St..
Durham Township,
Durham County,
North Carolina
PINS:
0831-09-16-4765, 0831-09-16-4553
Job Number 2062
Drawn CWA
Checked PBR
Date 10.22.2021
Revisions
EROSION CONTROL PLAN
PLANS NOT ISSUED
FOR CONSTRUCTION
Sheet Title
EROSION
CONTROL
PLAN -
PHASE 2
Sheet Number
CD=4ml