NCC215916_MODIFICATION Supporting Documents_20220331

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OWNER/DEVELOPER
FUJIFILM DIOSYNTH BIOTECHNOLOGIES USA, INC.
101 J MORRIS COMMONS LANE
MORRISVILLE, NC, 27560
7 [phone]
SITE DATA
PROPERTY OWNERS
ADDRESS:
SITE AREA:
WAKE COUNTY PIN
DEED BOOK:
DEED PAGE:
ZONING:
SITE AREA:
WAKE COUNTY PIN
6 DEED BOOK:
DEED PAGE:
ZONING:
5
4
3
2
TOTAL SITE AREA:
LIMITS OF DISTURBANCE
Environments TvelgprpgJtPermit
Permit No. L I LUL I
)HOLLY
SPRINGS
Engineering
Approval of these plans does not relieve develocerlovmer M1om responsibility of construcflon
In —dance with Torn Board approvals, o,dl,m,,s, policies, e—, constructlon
standards and spxlflwtlons. Issuance of Plan Approvalacesnotcons11 apProvalto
ce gradln9 and umlry Installation acMmes onslre. These activl[les may lake Place
only eher Me requlrM preconzlructlon.-doe haz been held and all permltz
aJ. Daniel Colavito for KDP 10/13/21
Direcnar or Engineering cane
Environmental Development Permit for the following Plan Approvals:
X Lana Disturbance Permit -Erosion Control Plan Approval
X Stormmter Permit -Stormwater Plan Approval
X Flood Plain Development Permit- Floociplain Development Plan Approval
As noted with the following conditions:
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DO NOT SCALE
FDB -PROJECT GALAXY
CD PACKAGE -PHASE 1
11751 HOLLY SPRINGS NEW HILL RD
HOLLY SPRINGS, NC 27540
12.64 ACRES
0639633688
017498 TOWN OF HOLLY SPRINGS
02164
RT SANITARY SEWER FLOWS WILL BE LIMITED TO MAXIMUM RATE
PREVIOUSLY NEGOTIATED WITH THE TOWN OF HOLLY SPRINGS OF:
PHASE 1: 400,000 GPD - CURRENT APPLICATION
139.98 ACRES PHASE 2: 760,000 GPD - FUTURE ADDITIONAL
0639721A1A TOTAL: 1,160,000 GPD
018040
01512
RT
152.62 ACRES
98.50 ACRES
FDB GALAXY PROJECT BUILDING
PHASE
GROSS FLOOR AREA
(SF)(2025)
LAB/ADMINISTRATION
130,501
Phase 1: 18, 923SF Mechanical Space
DRUG SUBSTANCE MANUFACTURING (DSM1 DSM2
AND HEADBLOCK)
360,200
Phase 1 : 22,200SF Mechanical Space
DRUG PRODUCT/FINISHED GOODS (DPFG)
93,910
Phase 1: 21,9975SF Mechanical Space
MECHANICALSPACE
-
MECHANICALSPACE IS INCLUDED IN THE GROSS FLOOR ATEA FOR EACH BUILDING
WAREHOUSE
132,875
Phase 1: 34,170SF Mechanical Space
CUB
91,507
Phase 1: 57, 231SF Mechanical Space
ANCILLARY BUILDINGS
-
I FIRE PUMP HOUSE, GUARDHOUSE
TOTAL
808,993
1 TOTAL BUILDING GROSS SQUARE AREA
BUILDING NET AREA (USED TO CALCULATE REQUIRED MINIMUM PARKING)
FDB GALAXY PROJECT PARKING BASED
ON BUILDING AREA
PHASE 1(2025)
LAB/ADMIN ISTRATION
111,578
N ET BUI LDING AREA
DRUG SUBSTANCE MANUFACTURING (DSM1 DSM2
ANDHEADBLOCK)
338,000
NET BUILDING AREA
DRUG PRODUCT/H NISHED GOODS (DPFG)
71,913
NET BUILDING AREA
MECHANICALSPACE
154,521
NO PARKING PROVIDED
WAREHOUSE
98,705
NET BUILDINGAREA
CUB
34,276
NET BUILDINGAREA
ANCILLARY BUILDINGS
-
BUILDINGAREA IS INCLUDED IN MECHANICALSPACE
TOTAL
808,993
TOTAL BUILDING GROSS SQUARE AREA
REQUIRED MINIMUM PARKING (UDO TABLE 7.04-D)
NOTES:
PHASE 1(2025)
LAB/ADMINISTRATION
391
(OFFICE/PROFESSIONAL)3.5PARKING SPACE PER 1,000 NET BUILDING AREA
DRUG SUBSTANCE MANUFACTURING (DSM1 DSM2
338
AND HEADBLOCK)
(MANUFACTURING) ONE PARKING SPACE PER 1,000 NET BUILDING AREA
DRUG PRODUCT/FINISHED GOODS (DPFG)
72
(MANUFACTURING) ONE PARKING SPACE PER 1,000 NET BUILDING AREA
MECHANICALSPACE
-
NO PARKING REQUIRED
WAREHOUSE
33
(WAREHOUSE) ONE PARKING SPACE PER 3,000 NET BUILDING AREA
CUB
11
(WAREHOUSE) ONE PARKING SPACE PER 3,000 NET BUILDING AREA
ANCILLARY BUILDINGS
NO PARKING REQUIRED
TOTAL REQUIRED
845
MINIMUM REQUIRED
634
75% of required minimum (waiver required)(land bank to 100%)
MAXIMUM
930
110% of required minimum
REQUIRED OFF-STREET LOADING (UDO TABLE 7.05-A)
NOTES:
PHASE 1(2025)
(OFFICE/PROFESSIONAL SERVICES) 2 LOADI NG SPACED PER 100,000-300,000 GFA + 1
2
LAB/ADMIN ISTRATION
ADDITIONAL FOR EACH ADDITIONAL 350,000 GFA
DRUG SUBSTANCE MANUFACTURING (DSM1 DSM2
(INDUSTRIAL) 3 LOADING SPACED PER 100,000-200,000 GFA + 1 ADDITIONAL FOR EACH
4
AN D HEADBLOCK)
ADDITIONAL 200,000 GFA
DRUG PRODUCT/FINISHED GOODS (DPFG)
2
(INDUSTRIAL) 2 LOADING SPACED PER 40,000-100,000 GFA
MECHANICAL EQUIPMENT
-
NO LOADING SPACES REQUIRED
(IN DUSTRIAL) 3 LOADING SPACED PER 100,000-200,000 GFA + 1 ADDITIONAL FOR EACH
3
WAREHOUSE
ADDITIONAL 200,000 GFA
CUB
2
(INDUSTRIAL)2 LOADING SPACED PER40,000-100,000 GFA
ANCILLARY BUILDINGS
-
NO LOADINGSPACES REQUIRED
TOTAL REQUIRED
13
PROPOSED PARKING SPACES AND OFF-STREET LOADING
NOTES:
PHASE 1 (2025)
Including 18ADAAccessible Parking Spaces (HC), three of which are Van Accessible (UDO
TOTALSITE PARKING
845
TABLE7.04-C)
ADA Accessible Parking space (HC)
18
Including 3- Van Accessible Parking Spaces (UDO TABLE 7.04-C)
Accessible Electric Vehicle Charging Parking Space
1
Not counted in total site parking (2018 NCBC 1103.1)
TOTAL BIKE PARKING
48
TOTAL MOTORCYCLE PARKING
34
IN ADDITION TO SITE PARKING
TOTALSITE OFF-STREET LOADING
14
14-55' by 12' loading spaces
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VICINITY MAP
NOT TO SCALE
Construction Drawings
Approval Date: 3r30r22
Approved By: L—
��'HOLLY SPRINGS
Development Services
Approvald/fheseplansdoesnotrelieve,eveloped bo/rom
responsbilhy of ros, andllon In accordance nd town d speC pprovals,
1—ce of Plan As, and/or sermon coon standards and spee#leatlbns.
Issuance of Plan Approval does not constitute approval to commence
grading and utility ins(alladon activities onsite..tr These g activities may fake
place p.mher the beer Iss d.onstruction meeting M1as been held
aneau permn:noes Haan Issuatl.
Wafer Permit #:
Wastewater Permit #:
Reclaim Permit #:
111 WAKE COUNTY NC
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KEY MAP
SCALE: 1 " = 600'
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AERIAL PHOTO
NOT TO SCALE
PROJECT NUMBER: 21-DP-10
PROJECT'S MASTER PLAN PROJECT NUMBER: 20-MAS-02-AO1 OAKVIEW INNOVATIONS
CONDITIONS OF APPROVAL:
1. SEWER MAIN FROM MH 3 TO EXISTING MH 4 (PUBLIC SANITARY SEWER STRUCTURE BY OTHERS) SHALL NOT BE LAID
UNTIL A CIVIL CD REVISION HAS BEEN SUBMITTED, REVIEWED AND APPROVED BY TOHS DEVELOPMENT SERVICES.
2. LANDSCAPING PLANS HAVE NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION DRAWING. PRIOR TO THE FIRST
CERTIFICATE OF OCCUPANCY, A FINAL LANDSCAPING PLAN SHALL BE APPROVED AS A CIVIL CONSTRUCTION
DRAWING REVISION.
3. THE CULVERT PROVIDING ACCESS TO THE GENERATOR YARD SHALL REMAIN "ON HOLD" FOR CONSTRUCTION UNTIL
A CONSTRUCTION DRAWING REVISION HAS BEEN SUBMITTED, REVIEWED, AND APPROVED BY TOHS DEVELOPMENT
SERVICES.
NO GEODETIC MONUMENTS WITHIN 2,000 FT BUFFER
BASE ON THE TOWN OF HOLLY SPRINGS EXHIBIT.
i�
-This project shall be constructed in accordance with the following plans, and the adopted Engineering
Design and Construction Standards of the Town of Holly Springs. These plans were prepared in
conformance with the approved preliminary plan approved by the Town. Furthermore, the engineer
whose seal and signature appear below this certifies that the Town of I Iolly Springs Engineering Design
and Construction and Standards have been thoroughly reviewed for applicability to this particular
project. These plans were prepared using survey grade data in all areas where work is being proposed
including utility crossings and other environmentally sensitive areas. Any proposed exceptions or
deviations from either the standards and/or from the approved preliminary plan are listed below:
(The professional engineer shall then list such deviations)
I Existing topographic data is LiDAR }cased, as noted.
2 Minor design advancements from preliminary approvals.
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GENERAL NOTES (AS APPLICABLE):
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS.
2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY BEGIN.
DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL.
3. THE ESTIMATE SEWER FLOWS SHOWN ARE BASED ON ASSUMED TENANT MIX AT THE TIME OF THE SUBMITTAL. THE
ESTIMATED FLOWS WILL BE UPDATED WITH EACH DEVELOPMENT PLAN SUBMITTAL.
4. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS.
5. THE MONUMENT CONTROL POINTS FOR THIS PROJECT IS: TOWN OF HOLLY SPRINGS GEODETIC MONUMENT "ALFORD
33" PUBLISHED COORDINATES N=693,650.75' E=2,041,575.85' ELEV.=377.10'. THE TOWN OF HOLLY SPRINGS HAS
INSTALLED A LOCAL GEODETIC MONUMENT) SHALL REFERENCE THE NEAREST MONUMENT AND SHALL BE CLEARLY
NOTED ON THE FIRST SHEET OF, BOTH CONSTRUCTION PLANS, AND AS-BUILTS SUBMITTED TO THE TOWN. NO
GEODETIC MONUMENTS WITHIN 2,000 FT BUTTER BASE ON THE TOWN OF HOLLY SPRINGS EXHIBIT.
6. IF THERE IS A GEODETIC MONUMENT LOCATED IN THIS SITE, IT MUST BE PROTECTED OR IF RELOCATION IS NEEDED IT
WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE IT WITH SURVEY ACCURACY.
7. ACCESS TO TOWN OF HOLLY SPRINGS PUMP STATION MUST BE MAINTAINED AT ALL TIMES UNTIL ALTERNATE PUMP
STATION ACCESS IS AVAILABLE FROM THE SOUTH.
STORM DRAINAGE DATA:
TOTAL LENGTH STORM DRAIN:
17,775 LF
TOTAL HOLLY SPRINGS NEW HILL ROAD WIDENING
1,507 LF
TOTAL IMPERVIOUS AREA:
66.9 AC
QUANTITY OF STORMWATER CONTROL MEASURES:
2
QUANTITY OF STORMWATER CONTROL MEASURES
WITH DRAINAGE AREA > 5 AC:
2
PUBLIC UTILITY
LENGTH
SIZE
MATERIAL
WATER LINE
1,750' ±
1211
DIP
0 ISSUE CONSTRUCTION JR RA \ JM DP 23MAR22
REV DESCRIPTION DRN CHK APP PROD CDENT DATE
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Holly Springs,SNC 27540
Phone: [phone]
23 MARCH 2O22
FOR CONSTRUCTION
EDB PROJECT
.jacobs
NO:
P20200048
2 Crowne Point Drive, Suite 100 NORTH
CAROLINA ARCHITECTURAL FIRM REG. No. 50757
Cincinnati, Ohio 45241 — U.S.A. NORTH
CAROLINA ENGINEERING FIRM LICENSE No. F-0287
Phone: [phone] JACOBS
PROJECT No. 22FHGR03
SUBJECT:
BUILDING 000 SITE
COVER SHEET
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DRAWING NO: REV:
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