NCC240053_Site Plan or Location Map_20240109

AMGEN
4130 FRIENDSHIP ROAD
HOLLY SPRINGS,NC 27540
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4 4 4 4 < ¢ Y m PROJECT NAME
CONSTRUCTION DOCUMENTS FOR: (J / NNNNN AMGEN PROJECT
a" ® OXF RD \r' Z1 F
501 Sheet Number Sheet List TableSheet Title o m N a FLEX BATCH
NORTH \\\\\\\
oSITE DATA TABLE CO.0 00-C-33600-001 CIVIL COVER SHEET
I,' E Nj BUILDING NUMBER
PROJECT NAME AMGEN PROJECT FLEX BATCH CO.2 00-C-33600-003 CIVIL PROJECT NOTES > cn cn
co
CO.1 00-C-33600-002 CIVIL SYMBOLS&ABBREVIATIONS w z z
T LOUISBURG OWNER/APPLICANT HELIX VENTURE LLC w w
GREENSBORO • C1.0 00-C-33601-000 EXISTING SITE SURVEY(TOPO&BOUNDARY) I I a' g
4O JURISDICTION TOWN OF HOLLY SPRINGS
COUNTY WAKE C1.1 00-C-33601-001 EXISTING SITE(MASTER PLAN) C4 a w 00 00
�'ALEIGHC2.0 00-C-33602-001 OVERALL SITE LAYOUT PLAN I- • g i- i- I- N
WAKE FORES PIN(S) 0720702658 Z Z Z
o CHAPEL HILL• �� KNIGHTDALE i:: ROJECT i:::" LEX BATCH CURRENT ZONING RT(RESEARCH 8 TECHNOLOGY) C2.1 00-C-33602-002 SITE LAYOUT PLAN I •W _ O
C2.2 00-C-33602-003 SITE LAYOUT PLAN In 0 0 0 In > • ENGINEERING
WATERSHED HARRIS LAKE w w z w w w w , DESIGN/BUILD._ A, ' C2.3 00-C-33602-004 SITE LAYOUT PLAN g Z d -� COMPLIANCE
RIVER BASIN CAPE FEAR RIVER BASIN Q a J Q Q Q
C2.4 00-C-33602-005 SITE LAYOUT PLAN Cc CONSULTING
N • EBORO •PITTSBORO ® � is
* 4130 FRIENDSHIP ROAD THIB SITE IS LOCATED WITHIN A MINIMAL FLOOD C2.5 00-C-33602-006 SITE ACCESS TRACT 1A d -, w Q Q J wo
• FLOOD HAZARD AREA HAZARD AREA ACCORDING TO FEMA FLOOD MAP
PROJECT CLAYTON 3720072000J DATED 05/02/2006. C2.6 00-C-33602-007 SITE SECURITY PLAN N a a d w
- LOCATION GARNER • w w w
HOLLY SPRINGS, NORTH C A R O L I N A 27539 PARCELOVERLAY
AREADISTRICTS GATEWAY CORRIDOR C4.0 00-C-33604-001 SITE UTILITY PLAN O rn o ^ CO ,n
_ • �yJ C4.0 00-C-33604-001 SITE SEDIMENT AND EROSION(PHASE 1)
HOLLY SPRINGS _ PARCEL AREA 108.94 ACRES
• DISTURBED AREA 44.8 ACRES C4.0A 00-C-33604-00IA SITE SEDIMENT AND EROSION(PHASE 1A) z INTEGRATED PROJECT SERVICES
FUQUAY-VARINA PROFESSIONAL ENGINEERS AND ARCHITECTS,LLC.
SANFORD 95
CURRENT LAND USE RESIDENTIAL C4.1 00-C-33604-002 SITE SEDIMENT AND EROSION(PHASE 2) PROJECT CONSULTANT I
MASTER PLAN 21-M A S-0 4 PROPOSED LAND USE INDUSTRIAL C5.1 00-C-33606-001 SITE GRADING AND DRAINAGE PLAN
o
o AND BUILDING USES C5.1 00-C-33606-002 SITE GRADING AND DRAINAGE PLAN C N
SURSTING FACE EIMPERVIOUS 1.55 AC(67,518 SF) C5.2 00-C-33606-003 SITE GRADING AND DRAINAGE PLAN t z'1,
Ki m I ey>>>H o r n
Y DEVELOPMENT PLAN: P L D P 2 0 210 0 5 8/21-D P-0 8 PROPOSED IMPERVIOUS C5.3 00-C-33606-004 SITE GRADING AND DRAINAGE PLAN i N
PROJECT LOCATION SURFACE AREA 0AC(744,8783F) 0 W Z
C5.4 00-C-33606-005 SITE GRADING AND DRAINAGE PLAN NC LICENSE#F-0102 2021®
NTS REQUIRED OPEN SPACE 0.5%OF TOTAL SITE ACREAGE=0.54 AC C6.0 00-C-33652-001 SITE LAYOUT PROFILES AND SECTIONS 1 ca- I
rn Ti 421 FAYETTEVILLE STREET
PROVIDED OPEN SPACE 0.81 AC C6.1 00-C-33652-002 SITE LAYOUT PROFILES AND SECTIONS 2 >W o� SUITE 600
o DEVELOPMENT PLAN CONDITIONS H,NC 27601
REQUIRED C7.1 00-C-33653-001 SITE UT UTY PROFILES AND SECTIONS 1 ^ o of 4 o N PHONEC 919.6772000
RECREATIONAL OPEN N/A C7.2 00-C-33653-002 SITE UTILITY PROFILES AND SECTIONS 2 ^ z o_
o SPACE �1 0 N FAX:[phone]
THE TOWN COUNCIL APPROVED DEVELOPMENT PLAN 21-DP-08 FOR AMGEN PROJECT FLEX BATCH, PROVIDED C7.3 00-C-33653-003 SITE UTILITY PROFILES AND SECTIONS 3 7 p w o
DATE REVISED 10-06-2021,PROJECT NUMBER 19199 WITH CONDITIONS AS FOLLOWS: N This document is an instrument of service prepared
RECREATIONAL OPEN N/A C7.4 00-C-33653-004 SITE UTILITY PROFILES AND SECTIONS 4 O g a solely for Kimley-Hour's client and for a particular
CONDITIONS OF APPROVAL: SPACE I_ purpose.Any other use or reliance is without liability to
1 ` PHASE 1:141,895 SF C7.5 00-C-33653-005 SITE UTILITY PROFILES AND SECTIONS 5 A ' W 3 Klmley-Horn.
FLOOR AREA PHASE 2:127,690 SF C7.6 00-C-33653-006 SITE UTILITY PROFILES AND SECTIONS 6 W
1. ALL PREVIOUS CONDITIONS OF APPROVAL FOR 21-MAS-04 FRIENDSHIP INNOVATION PARK MASTER PLAN APPLY TO THIS H Or
DEVELOPMENT PLAN EXCEPT FOR ANY CONDITION THAT DESCRIBES A FEE OR A FEE-IN-LIEU TO BE PAID SHALL NOW TOTAL: 269,585 SF w
MAXIMUM BUILDING C7.7 00-C-33653-007 SITE UTILITY PROFILES AND SECTIONS 7 Y w C
COMPLY WITH THE CURRENT AMOUNTS DUE PURSUANT TO THE TOWN'S CURRENT ANNUAL BUDGET OR ANY UNEXPIRED -�` 0'
DEVELOPMENT AGREEMENT 75'-0' M-
-C�' HEIGHT ALLOWED C7.8 00-C-33653-008 SITE UTILITY PROFILES AND SECTIONS 8 N 0r
0 2. THE FOLLOWING MUST BE SUBMITTED WITH THE FIRST CONSTRUCTION DRAWING SUBMITTAL: MANUFACTURING SUPPORT BUILDING: C7.9 00-C-33653-009 SITE UTILITY PROFILES AND SECTIONS 9 Z
✓ a.ALL ITEMS LISTED ON THE STORMWATER SUBMITTAL CHECKLIST,FORM#18003. HEIGHT 4 STORIES �- ©mow
'3 PROPOSED BUILDING C7.10 00-C-33653-010 SITE UTIUTY PROFILES AND SECTIONS 10
- HEIGHT AND APPROX.84.-0" or
C 3. PRIOR TO CONSTRUCTION DRAWING APPROVAL,THE FOLLOWING ITEMS MUST BE ADDRESSED: ,\P #OF STORIES MANUFACTURING AND WAREHOUSE BUILDING: C7.11 00-C-33653-011 SITE UTILITY PROFILES AND SECTIONS 11
E a.PAYMENT OF THE STORMWATER FEE-IN-LIEU. JS' HEIGHT:2 STORIES C7.12 00-C-33653-012 SITE UTILITY PROFILES AND SECTIONS 12 Yr
b.APPROVAL OF STORMWATER MANAGEMENT PLAN. '-) APPROX.55'-0"AND 44'-0"
C.ALL ENVIRONMENTAL PERMITS MUST BE OBTAINED FOR THE ENTIRE PROJECT. PROJECT SITE C7.13 00-C-33653-013 SITE UTILITY PROFILES AND SECTIONS 13
- d.STORMWATER SURETIES ARE REQUIRED ON THIS PROJECT.A PERFORMANCE SURETY IN THE FORM OFA BOND LETTER
�P�' - FREEWAY-NC540/SS-1:100'
OF CREDIT OR CASH IS REQUIRED IN THE AMOUNT OF 125%ESTIMATED CONSTRUCTION COST OF THE STORMWATER BMP �O SETBACKS AND THOROUGHFARE:50' C7.14 00-C-33 6 53-01 4 SITE UTILITY PROFILES AND SECTIONS 14
o �' , MINIMUM SIDE YARD:10'
PRIOR TO THE PRECONSTRUCTION MEETING AND A MAINTENANCE SURETY IN THE FORM OF A CASH ESCROW ACCOUNT IN QOQF' BUFFERS MINIMUM REAR YARD:10' C7.15 00-C-33653-015 SITE UTILITY PROFILES AND SECTIONS 15
a. THE AMOUNT OF 35%THE ACTUAL CONSTRUCTION COST OF THE BMP IS REQUIRED AT THE END OF THE PERFORMANCE MINIMUM YARD:50'
MONITORING PERIOD FOR THE PROJECT. JOF'� C7.1fi 00-C-33653-016 SITE UTILITY PROFILES AND SECTIONS 16
EXISTING PARKING N/A
G� C7.17 00-C-33653-017 SITE UTIUTY PROFILES AND SECTIONS 17
4. PRIOR TO THE SUBMITTAL OF ANY LIDO PERMIT FOR SIGN INSTALLATION FOR PERMANENT SIGNAGE,A MASTER SIGN PLAN PHASE 1:
MUST BE SUBMITTED FOR REVIEW AND APPROVAL. MANUFACTURING: C7.1B 00-C-33653-018 SITE UTIUTY PROFILES AND SECTIONS 18
1 SPACE/1,000 SF X 108,874 SF C7.19 00-C-33653-019 SITE UTILITY PROFILES AND SECTIONS 19
E5. PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS,THE PETITIONER SHALL PROVIDE 100 FOOT LANDSCAPE INCREMENT O =109 SPACES
CALCULATIONS SHOWING HOW THE PUV IS SATISFIED ANDA PLAN SHOWING WHERE THE SAMPLE SURVEYS WERE TAKEN. OFFICE: C7.20 00-C-33653-020 SITE UTILITY PROFILES AND SECTIONS 20
3.5 SPACES/ X
SF
1,00095,016SF C7.21 00-C-33653-021 SITE UTILITY PROFILES AND SECTIONS 21
fi. PRIOR TO THE APPROVAL OF CONSTRUCTION DRAWINGS,THE PETITIONER SHALL AMEND THE FRIENDSHIP DEVELOPMENT - REQUIRED PARKING =33300
MASTER PLAN TO INCLUDE THESE ALTERNATIVE LIGHT FIXTURES OR PROPOSE BLACK,SHOEBOX STYLE LIGHTING PER WAREHOUSE: C7.22 00-C-33653-022 SITE UTILITY PROFILES AND SECTIONS 22
THE APPROVED MASTER PLAN DETAIL. 1 SPACE/3,000 SF X 30,279 SF Z m m
=11 SPACES C7.23 00-C-33653-023 SITE UTILITY PROFILES AND SECTIONS 23
7. THIS PROJECT IS REQUIRED TO MEET THE TOWN OF HOLLY SPRINGS NPDES PH.2 POST CONSTRUCTION ORDINANCE. Q . V O f7 0
Y ¢ 3
y TOTAL:453 SPACES C7.24 00-C-33 653-02 4 SITE UTILITY PROFILES AND SECTIONS 24 w 0 N I
8. IF BUILD OUT EXCEEDS THE ANTICIPATED TIME FRAME IN THE APPROVED TIA,AN UPDATE OF THE TIA WILL BE REQUIRED MAXIMUM PARKING:498 SPACES O w� N
2 C7.25 00-C-33653-025 SITE UTILITY PROFILES AND SECTIONS 25 O F m PRIOR TO OR WITH THE DEVELOPMENT PLAN FOR THE ASSOCIATED PHASE.RECOMMENDED IMPROVEMENTS WILL BE PHASE 1:486 SPACES d Q N Q
REQUIRED TO BE COMPLETED PRIOR TO PLAT APPROVAL OF THAT PHASE. C7.26 00-C-33653-026 SITE UTIUTY PROFILES AND SECTIONS 26 cV p�
PHASE 2:TBD m
• C7.27 00-C-33653-027 SITE UTILITY PROFILES AND SECTIONS 27
9. THOROUGHFARES,COLLECTORS AND BOULEVARDS WILL REQUIRE A CALCULATED PAVEMENT DESIGN WITH 1ST PROVIDED PARKING TOTAL:486 SPACES(INCLUDING 5 CARSHARE Y p O - 3
3 CONSTRUCTION DRAWING SUBMITTAL.THIS MAY RESULT IN A PAVEMENT CROSS SECTION BIGGER THAN THE SPECIFIED • SPACES,II ADA SPACES,AND 3 VAN C8.0 00-C-33657-001 SITE DETAILS SHEET 1
•' MINIMUM. ACCESSIBLE)
C8.1 00-C-33657-002 SITE DETAILS SHEET 2
10. THIS PROJECT IS DEPENDENT OFTHE TOWN'S OFF SITE UTILITY EXTENSION PROJECT.TYPICALLY,WATER,SEWER AND PHASE I: SCALE
3 RECLAIMED WATER FACILITIES NEEDED TO SERVE THIS PROJECT MUST BE COMPLETED PRIOR TO CONSTRUCTION / C8.2 00-C-33657-003 SITE DETAILS SHEET 3
DRAWING APPROVAL UNLESS OTHERWISE APPROVED BY THE EXECUTIVE DIRECTOR OF UTILITIES&INFRASTRUCTURE. 4P OFFICE:
SF-100,000 SF=i SPACE C8.3 00-C-33657-003 SITE DETAILS SHEET 4 I-
` CONTINUE TO COORDINATE WITH THE TOWN IN THE SCHEDULE OF BOTH PROJECTS TO ENSURE MILESTONES CAN BE MET. ` Q REQUIRED LOADING INDUSTRIAL:Yr W
SPACES C9.0 00-C-33657-004 SITE SEDIMENT AND EROSION CONTROL DETAILS
11. THE FRIENDSHIP MASTER PLAN FIRE FLOW ANALYSIS REPORT AND HYDRAULIC MODEL ASSOCIATED WITH THIS 100,000 SF-200,000 SF=3SPACES
DEVELOPMENT MUST BE COMPLETED PRIOR TO THE FIRST CONSTRUCTION DRAWING SUBMITTAL,UNLESS OTHERWISE 4 TOTAL:4 SPACES C10.0 00-C-33657-005 SITE STORM DRAINAGE DETAILS W
OAPPROVED BY TOWN MANAGEMENT. C10.1 00-C-33657-006 SITE STORM DRAINAGE DETAILS 2
PROVIDED LOADING PHASE 1:6 SPACES
12. FENCING TYPE/MATERIALS SHALL MEET THE UNIFORM DEVELOPMENT STANDARDS IN PLACE AT THE TIME OF FENCE SPACES PHASE 2:TBD C10.2 00-C-33657-007 SITE STORM DRAINAGE DETAILS
INSTALLATION.
FRIENDSHIP MASTER PLAN BOUNDARY REQUIRED BICYCLE
PARKING SSPACES MINIMUM C10.3 00-C-33657-008 SITE STORM DRAINAGE DETAILS COC10.4 00-C-33657-009 SITE STORM DRAINAGE DETAILS I..L THIS DRAWING OR PRINT IS THE PROPERTY OF
PROVIDED BICYCLE 6 SPACES THIS
AND IS TO BE USED ONLY CONFIDENTIALLY
N PARKING C11.0 00-C-33657-010 SITE STORMWATER CONTROL DETAILS W
BY AUTHORIZED PERSONNEL.IT SHALL NOT BE
PROPOSED PEAK C11.1 00-C-33657-011 SITE STORMWATER DETAILS COPIED,REPRODUCED NOR EXHIBITED TO
- ' Frl SANITARY SEWER FLOW 130,000 GPD
�d9hJp Rd (PH 1) C11.2 00-C-336 57-01 2 SITE STORMWATER DETAILS > UNAUTHORIZED PERSONS AND IS TO BE RETURNED
0 UPON REQUEST.
• NOTES: QR'� TREE PRESERVATION REQUIRED:0% C12.0 00-C-33657-013 UTIUTY DETAILS
• I. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE TREE COVERAGE DATA TOTAL TREE COVERAGE:N/A DRAWING STATUS
C12.1 00-C-336 57-01 4 UTILITY DETAILS
CONSTRUCTION ON THIS PROJECT MAY BEGIN.DEVELOPMENT FRIENDSHIP INNOVATION PODS C12.2 00-C-33657-015 UTILITY DETAILS U Current Current Revision Description
FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL.
PARK Pi
Revision
2. PROJECT IS LOCATED IN THE TRIASSIC BASIN AND IS REQUIRED /\ C12.3 00-C-33657-016 UTILITY DETAILS 1
_ TO MEET ANY SPECIAL CONDITIONS PER SPECIFICATIONS 3.02J. VICINITY MAP L1.0 00-L-33401-001 OVERALL LANDSCAPE PLAN
J 5 CIVIL AMENDMENT#2-REVi
3. OFF-SITE UTILITIES NEEDED TO SERVE THIS PROJECT MUST BE CONTACTS NORTH QUANTITIES TABLE L1.1 00-L-33401-00 2 ENLARGED LANDSCAPE PLAN > DR APPD DATE PUBLISHED
- COMPLETE PRIOR TO INSTALLATION OF ANY PUBLIC OR PRIVATE 1"=50C L1.2 00-L-33401-00 3 ENLARGED LANDSCAPE PLAN ALB WJB 12/20/2022
UTILITIES SHOWN AS A PART OF THIS DEVELOPMENT. WATER LINES(PRIVATE) 7680 LF CV
ADDITIONALLY,NO PLATS OR CO'S WILL BE APPROVED BY THE L1.3 00-L-33401-004 ENLARGED LANDSCAPE PLAN
o ITNWN uNTIL ALL NECESSARY ON FRASTRUCTURE E IS COMPLETED.AND OFF-SITE UTILITY APPLICANT/DEVELOPER. QWNEI�' WATER LINES(PUBLIC) 2495 LF L1.4 00-L-33401-00 5 ENLARGED LANDSCAPE PLAN F APPROVAL INFORMATION
• PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING AMGEN INC. AMGEN INC. UTILITY DEMANDS SEWER LINES(PRIVATE) 2548 LF Z CHECK: ALB
L1.5 00-L-33401-007 SCM LANDSCAPE PLAN Z Q CHECKEDROWN: WJB
APPROVAL PROCESS. 1 AMGEN CENTER DR, 1 AMGEN CENTER DR, ALL PHASES PHASE 1 PHASE I&2 SEWER LINES(PUBLIC) OLF L2.0 00-L-33451-001 LANDSCAPE DETAILS �G Z APPROVED: WJB
'- ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS THOUSAND OAKS, CA 91320 THOUSAND OAKS, CA 91320 - WATER RECLAIM LINES(PRIVATE) 435 LF L3.0 00-L-33401-006 LANDSCAPE BUFFER PLAN Z p0 OWNER'S APPROVAL:
ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. PHONE: [phone] PHONE: [phone] WATER DEMAND
WATER RECLAIM LINES(PUBLIC) 140 LF "� REV. REVISION DESCRIPTION DR APPD DATE
• ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NCDEQ,NCDOT, ATTN: PARAG SANE ATTN: PARAG SANE TOTAL AVERAGE GALLON/DAY 100,000 150,000 L4.0 00-L-33451-002 LANDSCAPE BUFFER DETAILS LLI Q A 50%BOD ISSUE ALB WJB 09JUL21
• TOWN OF HOLLY SPRINGS,AND/OR WAKE COUNTY STANDARDS AND STORM DRAIN(PRIVATE) 11,476 LF U U
SPECIFICATIONS.IN THE EVENT OF A CONFLICT,THE MORE STRINGENT PSANE®AMGEN.COM PSANECOAMGEN.COM TOTAL PEAK GALLON/DAY 250,000 150,000 180,000 L4.1 00-L-33451-00 3 LANDSCAPE BUFFER DETAILS B 90%BOD OWNER REVIEW ISSUE ALB WJB 27AUG21
STORM DRAIN(PUBLIC) 0 LF Q I C 100%BOO ISSUE ALB WJB 060CT21
STANDARD SHALL GOVERN. L5.0 00-L-33451-00 4 LANDSCAPE BUFFER EXHIBIT l W = H
PEAK HOURLY GALLON/HOUR 10,000 11,000 D 30%DD ISSUE ALB WJB 22NOV21
STREETS(PRIVATE) 8310 LF E BO%OWNER REVIEW ISSUE ALB WJB 04FEB22
• REFERENCE PLANS: MASTER PLAN 21-MAS-OH AND L5.1 00-L-33451-00 5 LANDSCAPE BUFFER EXHIBIT (,/) / \ p
DEVELOPMENT PLAN PLDP20210058/21-DP-08 ARCHITECT. LANDSCAPE ARCHITECT. SANITARY DEMAND U Z 0 CML IFC ALB WJB 25MPR22
STREETS(PUBLIC) 0 LF LT1.0 00-E-13001-001 USHTING PLAN
E. IPS - INTEGRATED PROJECT SERVICES, LLC KIMLEY-HORN AND ASSOCIATES, INC. TOTAL AVERAGE GALLON/DAY 100,000 150,00o Z CML BULLETIN#1 ALB WJB 15AUG22
FIRE LANES(PRIVATE) 75 LF LT1.1 00-E-13001-002 LIGHTING DETAILS ry 0 2 CML AMENDMENT#2 ALB WJB 30SEPT22
2200 POWELL ST, SUITE 470 421 FAYETTEVILLE STREET, SUITE 600 TOTAL PEAK GALLON/DAY 350,000 130,000 180,000 6L N 3 DMLAMENDMENT#2-REV I ALB WJB 16DEC22
• CERTIFICATION STATEMENT FIRE LANES(PUBLIC) 0 LF A1.0 02-A-33508-001 EXTERIOR ELEVATIONS Q
SAN FRANCISIO BAY AREA OFFICE RALEIGH, NC 27601 PEAK HOURLY GALLON/HOUR 8,000 250 D_ 4 CMLAMENDMENT#2-REV2 ALB WJB 27JAN23
I,W.JORDAN BREWER,CERTIFY THAT THESE PLANS WERE PHONE: [phone] x7005 PHONE: [phone] SIDEWALKS(PRIVATE) 5062 LF A1.1 02-A-33508-002 EXTERIOR ELEVATIONS CO' m
PREPARED AND THAT THIS PROJECT SHALL BE CONSTRUCTED IN RECLAIM WATER
ACCORDANCE WITH THE FOLLOWING PLANS,THE LATEST EDITION ATTN: DAN TREVINO ATTN: MATT GROSS, RLA SIDEWALK(PUBLIC) 0 IF A1.2 02-A-33508-003 EXTERIOR ELEVATIONS J '
THE TOWN OF HOLLY SPRINGS AND OTHER APPLICABLE TOWN
In OF THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF [e-mail] MATT.GROSSCOKIMLEY-HORN.COM I TOTAL AVERAGE GALLON/DAY 100,000 50,000 75,000 GREENWAYS 0 LF A1.3 03-A-33508-004 EXTERIOR ELEVATIONS J ZX
o ORDINANCES AND POLICIES.THE ENGINEER WHOSE SEAL AND UTIUTY DEMANDS WERE ESTIMATED BASED ON PREUMINARY MODEL OF WATER DEMAND AND SANITARY DISCHARGE ESTIMATES. BUFFERS 10'BUFFER AND BUILDING A1.4 03-A-33508-005 EXTERIOR ELEVATIONS
SIGNATURE APPEAR BELOW CERTIFIES THAT THE TOWN OF HOLLY
SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS MODEL WAS COMPARED TO AN EXISTING AMGEN FACILITY AND ADDED A FACTOR OF SAFETY TO THE SANITARY DISCHARGE. SETBACK: B662 LF Z W W
NUMBERS WERE DOUBLED TO ALLOW FOR ANTICIPATED FUTURE EXPANSION.
HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS STORMWATER CONTROL 0 Cl
0 O PARTICULAR PROJECT. MEASURES<=5 ACRES
W Z
i. �� CAR/�''' CIVIL ENGINEER. SURVEYOR. GEOTECH. STORMWATER CONTROL Z a
MEASURES>5 ACRES
�� j CPC'', KIMLEY-HORN AND ASSOCIATES, INC. SURVEYING AND MAPPING, LLC S&ME N DRAWING TITLE
'`����SEAL 9 c 421 FAYETTEVILLE STREET, SUITE 600 2641-116 SUMNER BLVD. 3201 SPRING FOREST ROAD O Q }
dRALEIGH, NC 27601 RALEIGH, NC 27616 RALEIGH, NC 27616 J
039196 ' ; PHONE: [phone] PHONE: [phone] PHONE: [phone] Io
E %*••14//p .`s < ATTN: W. JORDAN BREWER, P.E. ATTN: JOSHUA LEONARD, PLS ATTN: KEVIN A. NADEAU, P.E. SHEET NUMBER CIVIL COVER
°•oANt,1)�, JORDAN.BREWERSKIMLEY-HORN.COM JOSHUA.LEONARD©SAM.BIZ [e-mail]
C0.0
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SEAL PROJECT NUMBER-IPS PROJECT NUMBER-AMGEN
CAD20617.01 C01566
THIS IS NOT SCALE REV NO.
A SEALED AS NOTED 4
DOCUMENT DRAWING NO.
PRELIMINARY NOT
FORCONSTRUCTION INFORMATION SHOWN ONTHISATE SYSTEM NO. 00-C-33600-001
DRAWING SHOULD BE FIELD VERIFIED J