20211478 Ver 1_More Info Received_20220124

Strickland, Bev
From: Ian McMillan <[e-mail]>
Sent: Monday, January 24, 2022 11:52 AM
To: Cohn, Colleen M; Sean Clark
Cc: [e-mail]
Subject: Re: [External] Re: Oasis Church DWR#20211478
Attachments: Spaulding Oasis DWR comments letter-1-17-21 (1).pdf
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Report Spam.
Hi Colleen, please see the attached response to your comments. Please let me know if you need anything else.
Thanks, Ian
Ian McMillan, PWS, GISP, CPM
Sage Ecological Services, Inc.
919-608-3156
([e-mail]
From: Ian McMillan <[e-mail]>
Sent: Tuesday, January 18, 2022 8:36 PM
To: Cohn, Colleen M <[e-mail]>; Sean Clark <[e-mail]>
Cc: [e-mail] <[e-mail]>
Subject: Re: [External] Re: Oasis Church DWR#20211478
Hi Colleen,
I was in correspondence with the applicant today and they should be responding to your questions this week.
Thanks, Ian
Ian McMillan, PWS, GISP, CPM
Sage Ecological Services, Inc.
919-608-3156
([e-mail]
From: Cohn, Colleen M <[e-mail]>
Sent: Tuesday, January 18, 2022 3:00 PM
To: Ian McMillan <[e-mail]>; Sean Clark <[e-mail]>
Cc: [e-mail] <[e-mail]>
Subject: RE: [External] Re: Oasis Church DWR#20211478
Hi all,
i

Any update on this project?
Thanks,
Colleen Cohn
Environmental Specialist II
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
380o Barrett Drive
Raleigh, NC 27609
Office: 919-791-4258
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Ian McMillan <[e-mail]>
Sent: Wednesday, December 22, 2021 12:53 PM
To: Cohn, Colleen M <[e-mail]>; Sean Clark <[e-mail]>
Cc: [e-mail]
Subject: [External] Re: Oasis Church DWR#20211478
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Hi Colleen, there are no proposed impacts to Stream A and I will pass along your comments regarding
avoidance and minimization to the engineer. Thanks, and happy holidays, Ian
Ian McMillan, PWS, GISP, CPM
Sage Ecological Services, Inc.
919-608-3156
([e-mail]
From: Cohn, Colleen M <[e-mail]>
Sent: Wednesday, December 22, 2021 12:03 PM
To: Sean Clark <[e-mail]>; Ian McMillan <[e-mail]>
Cc: [e-mail] <[e-mail]>
Subject: Oasis Church DWR#20211478
Sean and Ian,
I am reviewing the application received by the Division on October 8, 2021, with payment received November 1, 2021,
for the above referenced project, and in order to complete the review, some additional information is required:
1. Please provide more details regarding avoidance and minimization of wetland impacts for this project. It appears
that the parking lot labeled as Site 1 impacts could be moved or reconfigured to avoid impacts to the wetlands.
Please revise the plans to avoid the impacts or provide a detailed explanation of why this plan for the activity
cannot be practically accomplished, reduced or reconfigured to avoid impacts to the wetlands. [15A NCAC 02H
.0506(b)(1)]
2

2. It is difficult to tell from the overall site plan, but will there be any impacts to stream labeled Stream A on the
"PJD Sketch Map" and "NCDWR Buffer Determination Letter? [15A NCAC 02H .0502(c)]
Thanks,
Colleen Cohn
Environmental Specialist II
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
380o Barrett Drive
Raleigh, NC 27609
Office: 919-791-4258
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
3

THE SPAULDING GROUP, PA
planning • civil engineering
January 17, 2022
NC Department of Environmental Quality
217 W Jones Street Raleigh, NC 27603
RE: Oasis Church Avoidance and Minimization of Wetland Impacts
Thank you for the opportunity to respond to your comments. On July 12, 2018, Oasis Church purchased
approximately 8.5 acres of challenging property in Holly Springs to become their new home. Holly Springs
has not seen a new church built in over 30 years, mostly due to the challenging land use plan and various
regulations prohibiting such uses. After almost 4 years of various challenges, they're finally ready to begin
construction.
When the property was purchased by Oasis in 2018 it contained 1 single family home with 2 driveway
locations identical to the proposed locations. They are the only locations approvable by the Town of
Holly Springs and NCDOT given the enormous growth of the surrounding areas and immediate plans for
roadway imrovements. Please see the town -signed NCDOT driveway permit attached (Exhibit 'A').
Environmental features bisect the property's usable area north to south. The building is required to be
on the western side, specifically at the intersection of Ralph Stephens Rd and Castaway Ct. Please see
Council -approved site plan (Exhibit V). The proposed building and site work has been broken into 2
phases due to financial constraints and will likely stay that way for many years. The first phase contains a
262 seat sanctuary, 1,000 sf of office space and childcare facilities. Please see attached floor plan
(Exhibit 'C'). The first phase of site construction does not cross the stream and access the eastern side
due to severe financial limitations, which will restrict the first phase of parking to 98 spaces. 98 parking
spaces is not adequate for the above -mentioned building configuration, but the congregation has
commited to make it work. Removing additional spaces on the western side will severly limit the
feasibility. Initial plans for the site involved proposing impacts to larger amounts of wetlands and
streams to prevent members from having to walk several thousand feet from the eastern side to access
the building at full buildout. The plans were revised for avoidance/minimzation and financial concerns.
Thank you again for the opportunity to respond to your comments. As outlined above, this is a challenging
site given the needs of the church and physical constraints of the parcel. I trust we have addressed your
concerns. Please reach out to us with additional questions or comments. Pastoral letter attached as well
(Exhibit'D').
Sincerely,
Tom Spaulding, PE
Page 1 of 1
Phone: [phone] • 5318 Burning Oak Ct •Raleigh, NC 27606

APPLICATION IDENTIFICATION
N C DEPAI -TM ENT`DF TRANS -0-ATION';'
Driveway
Permit No.
ate of 8-26-2021
ripplication
STREET AND ARIUEWAY ACCESS:
PERMIT APPLICATION
y
County: WAKE
Development Name: OASIS CHURCH
LOCAV--.-OF.PROPERTY......
.. _ ..
Route/Road: RALPH STEPHENS RD (1 ACCESS) AND CASTAWAY CT (1 ACCESS)
Exact Distance 0 ❑ Miles N S E W
®Feet ❑❑❑❑
From the Intersection of Route No. SR1114 and Route No. SR1101 Toward SR1115
Property Will Be Used For: ❑ Residential /Subdivision ® Commercial ❑ Educational Facilities ❑ TND ❑ Emergency Services ❑ other
,Property: ® is ❑ is not within TOWN OF HOLLY SPRINGS City Zoning Area.
`,. AGREEMENT
• I, the undersigned property owner, request access and permission to construct driveway(s) or street(s) on public right-
of-way at the above location.
• i agree to construct and maintain driveway(s) or street entrance(s) in absolute conformance with the current "Policy on
Street and Driveway Access to North Carolina Highways" as adopted by the North Carolina Department of
Transportation.
• I agree that no signs or objects will be placed on or over the public right-of-way other than those approved by NCDOT.
• I agree that the driveway(s) or street(s) will be constructed as shown on the attached plans.
. I agree that that driveway(s) or street(s) as used in this agreement include any approach tapers, storage lanes or
speed change lanes as deemed necessary.
• I agree that if any future improvements to the roadway become necessary, the portion of driveway(s) or street(s)
located on public right-of-way will be considered the property of the North Carolina Department of Transportation, and I
will not be entitled to reimbursement or have any claim for present expenditures for driveway or street construction.
• I agree that this permit becomes void if construction of driveway(s) or street(s) is not completed within the time
specified by the "Policy on Street and Driveway Access to North Carolina Highways".
• I agree to pay a $50 construction inspection fee. Make checks payable to NCDOT. This fee will be reimbursed if
application is denied.
• I agree to construct and maintain the driveway(s) or street(s) in a safe manner so as not to interfere with or endanger
the public travel.
• I agree to provide during and following construction proper signs, signal lights, flaggers and other warning devices for
the protection of traffic in conformance with the current "Manual on Uniform Traffic Control Devices for Streets and
Highways" and Amendments or Supplements thereto. Information as to the above rules and regulations may be
obtained from the District Engineer.
• I agree to indemnify and save harmless the North Carolina Department of Transportation from all damages and claims
for damage that may arise by reason of this construction.
• I agree that the North Carolina Department of Transportation will assume no responsibility for any damages that may
be caused to such facilities, within the highway right-of-way limits, in carrying out its construction.
9 1 agree to provide a Performance and Indemnity Bond in the amount specified by the Division of Highways for any
construction proposed on the State Highway system.
• The granting of this permit is subject to the regulatory powers of the NC Department of Transportation as provided by
law and as set forth in the N.C. Policy on Driveways and shall not be construed as a contract access point.
• I agree that the entire cost of constructing and maintaining an approved private street or driveway access connection
and conditions of this permit will be borne by the property owner, the applicant, and their grantees, successors, and
assignees.
• I AGREE TO NOTIFY THE DISTRICT ENGINEER WHEN THE PROPOSED WORK BEGINS AND WHEN IT IS
COMPLETED.
2004-07 NOTE: Submit Four Copies of Application to Local District Engineer, N.C. Department of Transportation TEt3 65-04rev.
61-03419

SIGNAT.URE4 F APPLICANT
PROPERTY OWNER (APPLICANT)
WITNESS
COMPANY Oasis Church, Inc. NAME
Brian G Duncan, The Spaulding Group
SIGNATURE - SIGNATURE
5uc� T�iuu
ADDRESS 1828 RALPH STEPHENS RD, HOLLY SPRINGS, ADDRESS
5318 Burning Oak Ct, Raleigh, NC 27606
NC
27540 Phone No. 919-946-
2135
Phone: [phone]
AUTHORIZED AGENT
WITNESS
COMPANY Tom Idin - The Spaulding Group
Brian G Duncan, The Spaulding Group
SIGNATURE SIGNATURE
ADDRESS 534-Ifturining Oak Ct, Raleigh, NC 27606 ADDRESS
5318 Burning Oak Ct, Raleigh, NC 27606
Phone No. Phone: [phone]
Phone: [phone]
APPLICATION RECEIVED BY DISTRICT ENGINEER
SIGNATURE
DATE
APPLICATION APPROVED BY LOCAL GOVERNMENTAL AUTHORITY (when required)
9 a
GNAT ITLE
DATE
APPLICATION APPROVED BY NCDOT
SIGNATURE TITLE
DATE
INSPECTION BY NCDOT
SIGNATURE TITLE
DATE

REVISION DETAILS
08/23/2021 PER TOHS COMMENTS
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OWNER/ DEVELOPER:
INTERNATIONAL CHURCH OF THE FOURSQUARE GOSPEL
1828 RALPH STEPHENS ROAD
HOLLY SPRINGS, NC 27540
PHONE: [phone]
CONTACT: TODD DAVIS, email: [e-mail]
ENGINEER:
THE SPAULDING GROUP, PA
5318 BURNING OAK CT
RALEIGH, NORTH CAROLINA 27606
PHONE: [phone]
FAX: [phone]
CONTACT: THOMAS J. SPAULDING, P.E. email: [e-mail]
LANDSCAPE ARCHITECT:
TONY M. TATE LANDSCAPE ARCHITECTURE, PA
5011 SOUTHPARK DRIVE, SUITE 200
DURHAM, NC 27713
PHONE: [phone]
FAX: [phone]
CONTACT: PAMELA PORTER, RLA, LEED AP, email: [e-mail]
SURVEY:
KCI ASSOCIATES OF NC
4505 FALLS OF THE NEUSE ROAD, FLOOR 4
RALEIGH, NORTH CAROLINA 27607
PHONE: [phone]
CONTACT: ROB BAUMGARDNER
ARCHITECT:
BOBBITT A & E
600 GERMANTOWN ROAD
RALEIGH, NC 27607
PHONE: [phone]
CONTACT: JERRY FINK, AIA
ENVIRONMENTAL:
SAGE ECOLOGICAL SERVICES, INC
3707 SWIFT DRIVE
RALEIGH, NC 27606
PHONE: [phone]
CONTACT: SEAN CLARK, email: [e-mail]
SITE DATA
PROJECT ADDRESS: 1828 RALPH STEPHENS ROAD
TOWN OF HOLLY SPRINGS PIN: 0648-75-7407 TOWNSHIP: HOLLY SPRINGS
TOTAL PARCEL AREA: 8.29 AC DB: 017183 PG 00121 COUNTY: WAKE
ZONING: R-30 REID: 0204665 STATE: NORTH CAROLINA
PIN:0648-75-4827
TOTAL PARCEL AREA: 0.23 AC DB: 017388 PG 01134
REID: 0466267
TOTAL PROJECT AREA: 8.52 AC (8.29 AC+0.23 AC)
BUILDING
PROPOSED BUILDING USE: RELIGIOUS
PROPOSED BUILDING FOOTPRINT: PHASE 1 = 11,716 SF
PHASE 2 = 28,942 SF
MAXIMUM BUILDING HEIGHT = 45- (3 STORIES)
PROPOSED BUILDING HEIGHT = 35- (1 STORY)
IMPERVIOUS SURFACE: 2.47 AC (PHASE 1)
1.41 AC (PHASE 2)
PARKING CALCULATIONS:
PHASE 1
RELIGIOUS USE: 1 SPACE/4 PERMANENT SEATS IN SANCTUARY = 62 SPACES (250 SEATS/4)
OFFICE: 3.5 SPACES/1,000 SF = 1 SPACE (116 SF/1,000)
DAY NURSERY: 1 SPACE/8 PUPILS + 1 SPACE/2 EMPLOYEES = 31 SPACES ((126 PUPILS/8) + (30
EMPLOYEES/2))
PHASE 1 PARKING REQUIRED: 94 SPACES
PHASE 1 PARKING PROVIDED: 98 SPACES
PHASE 1 HANDICAP REQUIRED: 4 SPACES
PHASE 1 HANDICAP PROVIDED: 7 SPACES (INCL. 1 VAN HC SP)
PHASE 1 BICYCLE RACK REQUIRED: 1 RACK (6 BIKE PARKING SPACES)
PHASE 1 BICYCLE RACKS PROVIDED: 3 RACKS (18 BIKE PARKING SPACES)
PHASE 2
RELIGIOUS USE: 1 SPACE/4 PERMANENT SEATS IN SANCTUARY = 75 SPACES (300 ADD SEATS/4)
OFFICE: 3.5 SPACES/1,000 SF = 5 SPACES (1,384 ADDITIONAL SF/1,000)
DAY NURSERY: 1 SPACE/8 PUPILS + 1 SPACE/2 EMPLOYEES = 32 SPACES ((125 ADDITIONAL
PUPILS/8) + (32 ADDITIONAL EMPLOYEES/2))
PHASE 2 PARKING REQUIRED: 112 SPACES
PHASE 2 PARKING PROVIDED: 124 SPACES
PHASE 2 HANDICAP REQUIRED: 3 SPACES
PHASE 2 HANDICAP PROVIDED: (SEE PHASE 1 HANDICAP PROVIDED ABOVE)
PHASE 1 BICYCLE RACK REQUIRED: (SEE PHASE 1 BICYCLE RACK REQUIRED ABOVE
PHASE 1 BICYCLE RACK PROVIDED: (SEE PHASE 1 BICYCLE RACK PROVIDED ABOVE
*TOTAL PARKING REQUIRED: 220 SPACES
*TOTAL PARKING PROVIDED: 241 SPACES (UP TO 10% ADJUSTMENT ALLOWED PER UDO SECTION
7.04.E.5)
TOTAL HC PARKING PROVIDED: 7 SPS (INCL. 2 HC VAN SPS) PER (201-300) TOTAL PARKING REQ
TOTAL BICYCLE RACKS PROVIDED: 1 RACK (6 BIKE PARKING SPACES)
OPEN SPACE REQUIRED: 1,855.66 SF
0.5% PER TOTAL PROJECT AREA = 0.5% * 37,113.12 SF (8.52 AC)
OPEN SPACE PROVIDED: 1,926 SF
NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN
AND CONSTRUCTION STANDARDS.
2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THE PROJECT
MAY BEGIN. DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL.
TOWN OF HOLLY SPRINGS GEODETIC MONUMENT USED AS BENCHMARK FOR DESIGN ELEVATIONS:
Station: WOODS
NAD 83 => LATITUDE = 35 37 52.66907 N LONGITUDE = 078 49 34.05057 W
SPC 83 => NORTHING = 684736.19 sft EASTING = 2051667.14 sft
ELEVATION (NGVD 88) = 445.76 sft (BM)
OASIS CHURCH
CONSTRUCTION DRAWINGS
HOLLY SPRINGS, WAKE COUNTY, NORTH CAROLINA
PROJECT # 19-05-01
PHASE 1 ONLY
+
VICINITY MAP
SCALE: 1If = 500'
GENERAL NOTES
1. THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY
DIGGING.
2. EXISTING CONDITIONS AND UTILITIES SHOWN ARE BASED ON INFORMATION PROVIDED BY KCI
ASSOCIATES OF NC. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING
CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING
PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE
RESOLVED TO THE SATISFACTION OF THE TOWN OF HOLLY SPRINGS.
3. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY
SPRINGS STANDARDS AND SPECIFICATIONS.
4. BUILDING FOOTPRINT PROVIDED BY SMITH ENGINEERING & DESIGN, PA.
5. H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA
STANDARDS.
6. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL
UPON FIRST CONTACT.
7. ALL POWER LINES SHALL BE PLACED UNDERGROUND OR RELOCATED IN COORDINATION WITH
DUKE ENERGY. IF RELOCATION OF OVERHEAD POWER LINES UNDERGROUND IS DEEMED NOT
FEASIBLE BY THE TOWN AND/OR UTILITY COMPANY, A FEE -IN -LIEU WILL BE REQUIRED FOR THIS
PROJECT. THE FEE -IN -LIEU SHALL BE COLLECTED PRIOR TO THE 2ND PHASE OF BUILDING/SITE
CONSTRUCTION.
8. ZONE NRBI OF THE BUFFER MUST BE LEFT COMPLETELY UNDISTURBED.
9. NO FILL MATERIAL IS TO BE BROUGHT INTO THE NRBI BUFFERS.
10. NO BUILDING STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS.
TOWN OF HOLLY SPRINGS CERTIFICATION
I CERTIFY THAT THESE PLANS WERE PREPARED AND THAT THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE FOLLOWING PLANS, THE LATEST EDITION OF THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF
THE TOWN OF HOLLY SPRINGS AND OTHER APPLICABLE TOWN ORDINANCES AND POLICIES. THE ENGINEER WHOSE SEAL
AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT.
ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ON SHEET _N/A_ OF
THESE DRAWINGS. FURTHERMORE, THESE PLANS WERE PRI�PARED IN CONFORMANCE WITH THE APPROVED
PRELIMINARY PLAN FOR THIS PROJECT. \\\\N 11CAR� /,, /
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A08-2
3-2021
___-------------�\----
RALPh 5M HEN5 ROAD
UTILITY FLOWS
WATER
PHASE 1
(0.09 GPM/1000 SF) x 11.716
1.054 GPM
PHASE 2
(0.09 GPM/1000 SF) x 17.226
1.550 GPM
TOTAL
2.604 GPM (3,750 GPD)
SEWER
PHASE 1
298 SEATS @ (5 GPD/SEAT)
1,490 GPD
PHASE 2
300 SEATS Ca) (5 GPD/SEAT)
1,500 GPD
TOTAL
598 SEATS
2,990 GPD
IMPROVEMENT QUANTITIES
WATER MAINS
8" DIP WL = 674 LF
STORM SEWER
12" DIP WL = 632 LF
15" RCP = 738 LF
SANITARY SEWER
18" RCP = 427 LF
12"x12"x8" TEE
CLEANOUTS = 1
24" RCP = 269 LF
TOTAL = 2
30" RCP = 22 LF
GATE VALVES
SIDEWALK
48" RCP = 104 LF
6" GV = 1
TOTAL = 3,947 LF
54" RCP = 114 LF
8"GV=2
12" GV = 5
STORM STRUCTURES
SCM
CATCH BASIN = 12
FIRE HYDRANT ASSEMBLY
WETPOND = 1
DOUBLE CATCH BASIN = 3
TOTAL = 5
DA > 5 ACRES
JUNCTION BOX = 3
WATER METER
2" WATER METER = 1
THIS DRAWING IS THE PROPERTY OF:
The Spaulding Group, PA
and is not to be reproduced or copied in whole or in part without
permission from The Spaulding Group, PA. This drawing is not
to be used on any other project and is to be returned to The
Spaulding Group, PA, upon request.
INDEX TO PLANS
C-0.0
COVER SHEET
C-0.1
EXISTING CONDITIONS
C-1.0
SITE PLAN - PH. 1
C-2.0
UTILITY PLAN
C-2.1
POTABLE WATER - PLAN & PROFILE
C-2.3
CASTAWAY COURT - CROSS SECTIONS
C-3.0
STORM MANAGEMENT & GRADING PLAN - PH. 1
C-3.4
SCM WET DETENTION - PLAN & PROFILE
C-4.0
APPROVED EARLY GRADING PLAN - PH. 1
C-4.1
APPROVED EARLY GRADING PLAN - PH. 2
C-4.2
EROSION CONTROL - PHASE 1
L-1.0
LANDSCAPING PLAN
L-2.0
LANDSCAPE PLAN DETAILS
L-3.0
TREE PRESERVATION PLAN
L-4.0
SCM LANDSCAPE PLAN
D-1.0
CONSTRUCTION DETAILS
D-2.0
CONSTRUCTION DETAILS
D-3.0
CONSTRUCTION DETAILS
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D.B. 007036 PG. 00'621 COURTYARD
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PIN 0648-75-2333H.
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2.03 AC
6.5' 18' 24' 18' 6.5'
PARKING TRAVEL LANE PARKING
STALL 3" S-9.513 STALL
2" S-9.5 8" CABC 2" S-9.513
6" CABC 6" CABC
24" CURB & GUTTER 24" CURB & GUTTER
5' SIDEWALK 5' SIDEWALK
TYPICAL PARKING SECTION NTS
27' b-b
TRAVELLANE
3"S-9.5B
8" CABC
---------------
24" CURB & G ITTER
TYPICAL ENTRANCE ROAD SECTION NTS
ALL PRIVATE STREETS
HERRINGBONE PATTERN
BRICK SIZES ARE 9-3/4" X
4-3/4" WITH 3/8" MORTAR JOINT
COLOR: OLD BRICK HALF TINT
DECORATIVE CROSSWALKS TO BE COLORED,
STAMPED ASPHALT.
CROSSWALKS TO BE INSTALLED PER MANUFACTURER
SPECIFICATIONS.
COLORS AND PATTERNS INDICATED PER:
PATTERN PAVING PRODUCTS
1750 HWY 160 WEST
FORT MILL, SC, 29708
1-888-434-8611
WWW.PATTERNPAVING.COM
COLOR SUBSTITUTIONS MUST MATCH PAVING
COLORS INDICATED. CONTRACTOR TO SUBMIT
SAMPLE FOR APPROVAL BY OWNER AND ARCHITECT.
CROSSWALK DETAIL
NTS
--,EXISTING I
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\ 1CJYTON PROPERTIES GROUP INC I
\ \ ' D.B. 017388 PG. 01134
PIN 0648-76-7101
\ EXISTING ZONING: R-20
3.68 AC
STOP DISTANCE TRIANGLE /
(RIGHT OUT ONLY)
5.5' VERTICAL x 385' HORIZONTAL
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NOTE: ROAD WIDENING TO BE COMPLETED IN
ACCORDANCE WITH DEVELOPER'S AGREEMENT
ELIZABETH Y BARNES & PATSY Y EDWARDS
D.B. 012130 PG. 02447
PIN 0648-85-1962
ZONING: R-20
i 2.54 AC
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BRAYTON PARK LLC
D.B. 008202 PG. 01702
PIN 0648-75-7081
ZONING: R-8
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LIGHTBRIDGE ■ I
PARTNERS, LLC ■ I
D.B. 017437 PG. 02494 '
PIN 0648-85-0369
ZONING: R-30
2.43 AC ® ?
PROPOSED I I
LIGHTBRIDGE
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SOUTHERN CROSSROAD,'
D.B. 016615 PG. 0375
PIN 0648-84-6643
ZONING: R-30
14.34 AC
GENERALNOTES
1. THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY
DIGGING.
2. EXISTING CONDITIONS AND UTILITIES SHOWN ARE BASED ON INFORMATION PROVIDED BY KCI
ASSOCIATES OF NC. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING
CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING
PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE
RESOLVED TO THE SATISFACTION OF THE TOWN OF HOLLY SPRINGS.
3. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY
SPRINGS STANDARDS AND SPECIFICATIONS.
4. BUILDING FOOTPRINT PROVIDED BY SMITH ENGINEERING & DESIGN, PA.
5. H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA
STANDARDS.
6. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL
UPON FIRST CONTACT.
7. ALL POWER LINES SHALL BE PLACED UNDERGROUND OR RELOCATED IN COORDINATION WITH
DUKE ENERGY. IF RELOCATION OF OVERHEAD POWER LINES UNDERGROUND IS DEEMED NOT
FEASIBLE BY THE TOWN AND/OR UTILITY COMPANY, A FEE -IN -LIEU WILL BE REQUIRED FOR THIS
PROJECT. THE FEE -IN -LIEU SHALL BE COLLECTED PRIOR TO THE 2ND PHASE OF BUILDING/SITE
CONSTRUCTION.
8. ZONE NRBI OF THE BUFFER MUST BE LEFT COMPLETELY UNDISTURBED.
9. NO FILL MATERIAL IS TO BE BROUGHT INTO THE NRBI BUFFERS.
10. NO BUILDING STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS.
SITE DATA
PROJECT ADDRESS: 1828 RALPH STEPHENS ROAD
TOWN OF HOLLY SPRINGS PIN: 0648-75-7407 TOWNSHIP: HOLLY SPRINGS
TOTAL PARCEL AREA: 8.29 AC DB: 017183 PG 00121 COUNTY: WAKE
ZONING: R-30 REID: 0204665 STATE: NORTH CAROLINA
PIN: 0648-75-4827
TOTAL PARCEL AREA: 0.23 AC DB: 017388 PG 01134
REID: 0466267
TOTAL PROJECT AREA: 8.52 AC (8.29 AC+0.23 AC)
BUILDING
PROPOSED BUILDING USE: RELIGIOUS
PROPOSED BUILDING FOOTPRINT: PHASE 1 = 11,716 SF
PHASE 2 = 28,942 SF
MAXIMUM BUILDING HEIGHT = 45' (3 STORIES)
PROPOSED BUILDING HEIGHT = 35' (1 STORY)
IMPERVIOUS SURFACE: 2.47 AC (PHASE 1)
1.41 AC (PHASE 2)
PARKING CALCULATIONS:
PHASE 1
RELIGIOUS USE: 1 SPACE/4 PERMANENT SEATS IN SANCTUARY = 62 SPACES (250 SEATS/4)
OFFICE: 3.5 SPACES/1,000 SF = 1 SPACE (116 SF/1,000)
DAY NURSERY: 1 SPACE/8 PUPILS + 1 SPACE/2 EMPLOYEES = 31 SPACES ((126 PUPILS/8) + (30
EMPLOYEES/2))
PHASE 1 PARKING REQUIRED: 94 SPACES
PHASE 1 PARKING PROVIDED: 98 SPACES
PHASE 1 HANDICAP REQUIRED: 4 SPACES
PHASE 1 HANDICAP PROVIDED: 7 SPACES (INCL. 1 VAN HC SP)
PHASE 1 BICYCLE RACK REQUIRED: 1 RACK (6 BIKE PARKING SPACES)
PHASE 1 BICYCLE RACKS PROVIDED: 3 RACKS (18 BIKE PARKING SPACES)
PHASE 2
RELIGIOUS USE: 1 SPACE/4 PERMANENT SEATS IN SANCTUARY = 75 SPACES (300 ADD SEATS/4)
OFFICE: 3.5 SPACES/1,000 SF = 5 SPACES (1,384 ADDITIONAL SF/1,000)
DAY NURSERY: 1 SPACE/8 PUPILS + 1 SPACE/2 EMPLOYEES = 32 SPACES ((125 ADDITIONAL
PUPILS/8) + (32 ADDITIONAL EMPLOYEES/2))
PHASE 2 PARKING REQUIRED: 112 SPACES
PHASE 2 PARKING PROVIDED: 124 SPACES
PHASE 2 HANDICAP REQUIRED: 3 SPACES
PHASE 2 HANDICAP PROVIDED: (SEE PHASE 1 HANDICAP PROVIDED ABOVE
PHASE 1 BICYCLE RACK REQUIRED: (SEE PHASE 1 BICYCLE RACK REQUIRED ABOVE
PHASE 1 BICYCLE RACK PROVIDED: (SEE PHASE 1 BICYCLE RACK PROVIDED ABOVE)
*TOTAL PARKING REQUIRED: 220 SPACES
*TOTAL PARKING PROVIDED: 241 SPACES (UP TO 10% ADJUSTMENT ALLOWED PER UDO SECTION
7.04.E.5)
TOTAL HC PARKING PROVIDED: 7 SPS (INCL. 2 HC VAN SPS) PER (201-300) TOTAL PARKING REQ
TOTAL BICYCLE RACKS PROVIDED: 1 RACK (6 BIKE PARKING SPACES)
OPEN SPACE REQUIRED: 1,855.66 SF
0.5% PER TOTAL PROJECT AREA = 0.5% " 37,113.12 SF (8.52 AC)
OPEN SPACE PROVIDED: 1,926 SF
LEGEND
�..�..�..� PROJECT BOUNDARY
EXISTING PROPERTY LINE
- - - - ADJOINER PROPERTY LINE
- -• - • - • - - STREAM CENTERLINE
- ......................... - 100-YEAR FLOOD PLAIN
-------------------------- 30' N E U S E RIVER BUFFER
WETLAND EDGE
PROPOSED BUFFER
WETLANDS
PROPOSED PAVEMENT
' fi' '.' PROPOSED SIDEWALK t. ': .�
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
THIS DRAWING IS THE PROPERTY OF:
The Spaulding Group, PA
and is not to be reproduced or copied in whole or in part without
permission from The Spaulding Group, PA. This drawing is not
to be used on any other project and is to be returned to The
Spaulding Group, PA, upon request.
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WALL TAG LEGEND
TYPE: S =STEEL STUD
SIZE: PER SCHEDULE
MARK: PER SCHEDULE
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Revisions
#
Date
By
Description
1
08/18/21
BEA
VALUE ENGINEERING
GENERAL WALL NOTES
- INSTALL BOX HEADERS AT INTERIOR STUD WALL OPENINGS 36" OR GREATER. MATCH "1
STUD GUAGE OF WALL.
36" - 60": 6" HEADER
60" - 84": 8" HEADER
- ALL INTERIOR WALLS TO BE INSULATED FULL HEIGHT OF THE WALL.
- 3 5/8": 3 1 /2" SOUND BATTS
- 6": 5 1/2" SOUND BATTS
- EXCLUDES COLUMN CHASE WALLS THAT DO NOT ENCLOSE ROOF DRAIN PIPING.
-SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL STUD SPACING.
-5/8" GWB FULL HEIGHT OF STUDS BOTH SIDES UNLESS OTHERWISE NOTED.
- INSTALL 5/8" WATER-RESISTANT GWB AT ALL TOILET ROOM, SHOWER, AND BREAK ROOM
WALLS, AND WITHIN 18" OF SINKS AND DRINKING FOUNTAINS. MINIMUM 8'-0" AFF.
- BRACE INTERIOR WALLS TO STRUCTURE ABOVE PER ASCE 7-10 SECTION 13.5.8
- PROVIDE DEFLECTION TRACK SUBMITTAL.
- SEE TYPICAL PARTITION SECTIONS.
- SEE WALL SECTIONS FOR EXTERIOR WALLS.
- SILL GASKET AT EXTERIOR WALLS. SEE DETAIL.
- AT COMBUSTIBLE FRAMING, PROVIDE FIRE -BLOCKING AT STUD CAVITIES > 10, HIGH.
- COORDINATE BLOCKING FOR CASEWORK AND EQUIPMENT.
- STUD WALL DIMENSIONS ARE TO FACE -OF -STUD UNLESS OTHERWISE NOTED.
WALL TYPE SCHEDULE
STUD STUD/CMU STUD WALL TOTAL FIRE
TYPE SIZE MARK GAUGE WIDTH SPACING HEIGHT WIDTH RATING NOTES
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600 Germantown Road
alei h North Carolina 2760
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DRAWN BY:
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CHK BY: JDF
10/19/21
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10/19/2021
20-0219
FLOOR PLAN
Al 01
OF 14

13'5"
23-5"
EIFS RECESSED ACCENT
SQUARES
EIFS WATERTABLE, FIELD,
ACCENT BANDS AND CORNICE
4,17777/
1111 i.;. l t
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ANODIZED ALUMINUM STOREFRONT
WITH TINTED GLASS
15'-4" 01 35-3"
FACE BRICK VENEER /
FIELD AND ACCENTS
ACM PANEL ACCENTS
SIGNAGE BY
SIGNAG E
BY OWNER
TALLEST EXTERIOR WALL = 30'-8"
' r
.07%CAP MIN. = 2'-2"
N .09% BASE MIN. = 2'-10"
-77:— 40
VERT. OR HORIZ. STEP IN PARAPET
20'-0" i3'-8" 4'-10" 10'-8" 11'-11" 19-8" 8'-10"
SUSPENDED ROLL -FORMED \ SPLIT -FACE CMU BASE AND WATERTABLE
AWNING. TYP.
OPAQUE WALL TOTAL = 2485 SF
MASONRY = 1484 SF
EIFS = 996 SF
GLASS TOTAL = 261 SF
WALL TO 10' = 943 SF
SOUTHWEST ELEVATION
3132" = 1'-0"
OPAQUE WALL TOTAL = 3038 SF
MASONRY = 1828 SF
EIFS = 1210 SF
GLASS TOTAL = 360 SF
WALL TO 10' = 1203 SF
NORTHWEST ELEVATION
3/32" = 1'-O"
2 VIEW -FROM INTERSECTION
PERCENTAGE OF MASONRY PERCENTAGE OF GLASS TO 10'
1484 / 2485 = 609A 261 / 943 = 28%'I
PERCENTAGE OF MASONRY
1828 / 3038 = 60%
HIGH PEDESTRIAN USE
DASH INDICATES KNOCK-
OUT PANELS FOR
FUTURE STOREFRONT
STEPS ARE 4" DEEP MINIMUM
26-0' L, 42-11" L� 264
26-0"
OPAQUE WALL TOTAL = 2173 SF
MASONRY = 1153 SF
EIFS = 1020 SF
GLASS TOTAL = 454 SF
WALL TO 10' = 923 SF
14-0" 1,4'-0" 1, 14'-0" "V-0" 1, 26-C
PERCENTAGE OF MASONRY PERCENTAGE OF GLASS TO 10'
1153 / 2173 = 53% 454 / 923 = 49%
n NORTHEAST ELEVATION
J 3/32" = 1 '-O" HIGH VEHICULAR USE
OPAQUE WALL TOTAL = 3237 SF
MASONRY = 2020 SF
EIFS = 1217 SF
GLASS TOTAL = 150 SF
DOOR TOTAL = 49 SF
n SOUTHEAST ELEVATION
U 3/32" = V-0"
PERCENTAGE OF MASONRY
2020, 3237 = 62%I
U�VIEW FROM SOUTH - -
SOLDIER COURSING AND
SMOOTH CMU WATERTABLE
(HUMAN SCALE)
Revisions
#
Date
By
I Description
1
11/3/20
I JDF
JTOHS review comments
EXTERIOR MATERIALS LIST
SPLIT -FACE CMU = ADAMS PRODUCTS #4102
SMOOTH FACE CMU WATERTABLE = ADAMS PRODUCTS #4102
FACE BRICK = PALMETTO BRICK 2.0 GREYSTONE
SOLDIER COURSING ACCENTS = PALMETTO BRICK 2.0 GREYSTONE
EIFS WATERTABLE = SENERGY FINE FINISH SNOW #410
EIFS FIELD = SENERGY FINE FINISH SNOW #410
EIFS RECESS BANDS = SENERGY FINE FINISH SNOW #410
EIFS CORNICE = SENERGY FINE FINISH SNOW #410
EIFS SQUARE RECESSED ACCENTS = SENERGY FINE FINISH PEWTER #620
COPING = WHITE PAINTED GALVANIZED STEEL
STOREFRONT FRAMING = CLEAR ALUMIINUM
STOREFRONT GLAZING = GRAY SOLARBAN 60
ACM ACCENT PANELS =CLEAR ALUMINUM
CANOPIES = CLEAR ALUMINUM
PRIMARY WALL MATERIALS
HATCH PATTERN INDICATES PRIMARY WALL
MATERIALS AND COLOR = PERCENTAGE OF
WALL SURFACE NOTED WITH EACH ELEVATION � \\\\\I
APPROVAL:
DATE:
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10/8/20
20-0219
PHASE
ELEVATIONS
SP 1
OF 2

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To whom it may concern:
Oasis Church has been a part of the Holly Springs community since January 19, 2014 as a portable
church meeting in local schools weekly on Sundays and providing for the needs of our community in
whatever capacity needed throughout the week. In 2018, Oasis purchased land in Holly Springs at
1828 Ralph Stephens Road in hopes of having a permanent space to gather weekly for services as
well as a hub for community involvement. Due to the ordinances of the town and the topographical
difficulties of the property, Oasis performed quite a bit of due diligence to ensure that the property
would be adequate for the needs of the church.
The ongoing impact of COVID-19 and the inability for Oasis to gather for 15 months created
necessary changes to the submittals and phasing plans for the building development. The reduced
footprint and square footage provides a smaller auditorium in addition to less classroom space, thus
a hope of being able to maximize parking on one side of the stream that divides the property to
reduce the cost of development in Phase One.
Phase One shows Oasis developing solely on the western side with 98 spaces which may not be
sufficient for actual attendance. It is important for Oasis to have access and availability to develop
every space possible to be able to provide the best opportunity to the members of the church and
the community.
Thank you,
Todd Davis, Executive Pastor
Oasis Church, Inc.