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PROJECT CROWN AUSTIN BUILDING AND
DESIGN-ARCHITECTS,
+/— 10,000—BUILDING EXPANSION INC.
6095 Parkland Boulevard
Cleveland,Ohio 44124-4186
[phone]
www.theaustin.com
ON +/— 2 0—ACRES i,nllli, ,,mlpep,,,,,,,,
ALONG INDUSTRIAL DRIVE AthE7g Consulling
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I(�ry�J, Engineers.Inc. =D'_^No.03298 n z_
7-+ No.732554 E?Z a�\
CITY OF KINGS MOUNTAIN °°°
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7 ISSUED
CLEVELAND COUNTY FOR REVISIONOR
02/02/2024
NORTH CAROL I N A CONSULTANTS
811 . A'tANCE
T wµPE�a�S Know what's below. CONSULTING ENGINEERS
ANOF101101_. r� - •. `t_.4.‘A.4 Call before you dig.
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THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT
OWEll i�+ ~ _ A 4�' � ,�� THE LOCATION AND/OR ELEVATION OF EXISTING
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��` � ��� �� UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
4i � a \/ RECORDS OF THE VARIOUS UTILITY COMPANIES AND,
�� �� i WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE OWNER
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FIELD.THE INFORMATION IS NOT TO BE RELIED ON AS
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���14 ` „1 h .1 . BEING EXACT OR COMPLETE.SC LAW REQUIRES THE
� � �� milik CONTRACTOR TO CALL THE UTILITY PROTECTION
- ,E,H`E1YB11�`'"- Wig v CENTER AT LEAST 72 HOURS BEFORE ANY
1 EXCAVATION TO REQUEST EXACT FIELD LOCATION OF
�41 //J/�f® UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE c,
�> CONTRACTOR TO COORDINATE THE RELOCATION OF '
' ALL THE UTILITIESWHICH CONFLICT WITH THE
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. � Z PROPOSED IMPROVEMENTS SHOWN ON HE PLANS.
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PROJECT CROWN
VICINITY MAP
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237 Industrial Dr, Kings
STORMWATER DESIGN STATEMENT Mountain, NC 28086
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�lL SHEET INDEX I AVE PLACED MY SIGNATURE AND
..4•....-.--..-(;.. l_ 2 I I •• a SEAL ON THE DESIGN DOCUMENTS SUBMITTED
1 �;- t • . ^ SIGNIFYING THAT THE DESIGN OF ALL
J G �* '• II!Ii*7...I"
�� EXITSHEET SHEET NO STORMWATER MANAGEMENT FACILITIES AND m p
ffff' qRUNOFF FROMPRACTICES ILL THECFONTROL IRST ONEAND TREAT THE(1) INCH OF RAINZ.d8 5 COVER CO.0 r,.
/i OVER THE TOTAL DRAINAGE AREA, THAT THE Z o
/i EXISTING CONDITIONS AND DEMOLITION PLAN C1.0 $
DESIGNS AND PLANS ARE SUFFICIENT TO COMPLY cc ce
/ / i SITE PLAN C2.0 w o
rr ff WITH APPLICABLE STANDARDS AND POLICIES m
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,p / i GRADING AND STORM DRAINAGE PLAN C3.0 FOUND IN THE NCDENR STORMWATER BMP ra
` 1 �/ SITE ''''' ` STORM DRAINAGE PROFILES C3.1 DESIGN MANUAL AND ANY CITY OF KINGS S A
i 1 J I , � �1 EROSION AND SEDIMENT CONTROL PLAN-PHASE I(SHEET 1 OF 2) C4.0 MANUAL,MOUNTIN ANDPTHAMENTS THE DO THE BMP ESIGNS ANDDPLANS W w
f •1 / /^ 1 EROSION AND SEDIMENT CONTROL PLAN-PHASE II(SHEET 2 OF 2) C4.1
- . M I� ( I 1 1., ENSURE COMPLIANCE WITH THE CITY'S PHASE II
j� '; rp l�/ y.. . .._ — UTILITY PLAN C5.0 STORMWATER ORDIANCE.
rtj ` / 1 SITE DETAILS(SHEET 1 OF 2) C6.0
�• ��._• .�; Gto j______, •� 1 I SITE DETAILS(SHEET 2 OF 2) C6.1
i t — ` GRADING AND STORM DRAINAGE DETAILS(SHEET 1 OF 2) C7.0 LEGEND w
t . .- J I /z o��+' EROSION AND SEDIMENT CONTROL DETAILS(SHEET 1 OF 3) C8.0 i.i E
1 r" — — ' EROSION AND SEDIMENT CONTROL DETAILS(SHEET 2 OF 3) C8.1 ``a.
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UTILITY PROFILES C9.1 -- - EXISTING CONTOUR MAJOR "— PROPOSED CONTOUR MAJOR
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A D 'P 'L' 1 8.6 EXISTING CONTOUR MINOR -- PROPOSED CONTOUR MINOR EXISTING POST INDICATOR VALVE —— PROPOSED STORM DRAIN LINE > -N??C9 � Elev17LANDSCAPE PLAN DETAILS C10.1• • , NCDOT DETAILS C11.0 EXISTING WATER VALVE ® PROPOSED CATCH BASINo+`�� CJ M 1 OJ EXISTING GAS VALVE PROPOSED DROP INLET Z o
\ a 1 EXISTING LIGHT POLE ® PROPOSED FLARED END SECTION o
,`` 1 161 EXISTING TREE LINE r//1l PROPOSED DEMOLITION o w
�� *1 EXISTING POWER POLE PROPOSED EROSION CONTROL MATTING N
6,7 '. _i ` . ` , ,j.f Shefffi� \ EXISTING OVERHEAD ELECTRICAL LINE G% PROPOSED ROCK CHECK DAM =°nMEI" THE AUSTIN COMPANY 1022
./'_ i N _ 44.--- Gap EXISTING FIBER-OPTIC CABLE LINE I�� PROPOSED RIPRAP PROJECT NUMBER 22308
/' w / ` ..- 1} I • y.:' EXISTING GAS LINE [x] PROPOSED INLET PROTECTION FILENAME 22308SF701
�_ .44V.' ��� EXISTING FENCE sF PROPOSED SILT FENCE DRAWN BY MNV
�•' / = ':$q yr• - G, 'i' EXISTING FORCEMAIN -- PROPOSED FENCE OR JUTE BAFFLES CHECKED BY JCH
4._,./ \ 1 C9EXISTING SANITARY SEWER LINE `'. PROPOSED DIVERSION BERM SHEET TITLE
l I I .•' , _ *, -'ei1dc ."• i I �� EXISTING CATCH BASIN —TD— PROPOSED DIVERSION SWALE
EXISTING WATER LINE . ,_1 PROPOSED 4"CRUSHER RUN
EXISTING HYDRANT/WATER METER PROPOSED 6"CRUSHER RUN
LOCATION MAP n , r, EXISTING GUARDRAIL o°o° PROPOSED 10"CRUSHER RUN
1"=0.5 MILES ® EXISTING WETLANDS , - ^ PROPOSED GUARDRAIL COVER
-••- EXISTING STREAM I I HEAVY DUTY ASPHALT
OO EXISTING STORM DRAIN MANHOLE I I LIGHT DUTY ASPHALT
OO EXISTING SANITARY SEWER MANHOLE I',•.•-••I HEAVY DUTY CONCRETE
ENGINEER INFORMATION = • EXISTING BOLLARD —"'— PROPOSED FIRE PROTECTION LINE
COMPANY: ALLIANCE CONSULTING ENGINEERS,INC. DEVELOPER INFORMATION ® EXISTING CLEAN OUT ix PROPOSED WATER VALVE
CONTACT: ADAM R.HOGAN,P.E. DEVELOPER: UTZ QUALITY FOODS — — RIGHT-OF-WAY ADDRESS: 124 VERDAE BLVD,SUITE 505 CONTACT: MR.RANDY DAY,UTZ'S PROJECT CONTACT SHEET NUMBER ISSUELIMITS OF DISTURBANCE
CITY,STATE: GREENVILLE,SOUTH CAROLINA 29607 ADDRESS: 900 HIGH STREET REFERENCES:
TELEPHONE: [phone] CITY,STATE:HANOVER,PENNSYLVANIA 17331 1. REFERENCE IS MADE TO A TOPOGRAPHIC SURVEY PREPARED BY O E O
FAX: [phone] TELEPHONE:[phone] BARRETT SURVEYING GROUP,LLC DATED AUGUST 18,2020 AND
EMAIL: [e-mail] AS BUILT RECORDS.