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HARRIS SQUARE DRIVE
PROJECT SUMMARY
ADDITIONALGRADING WORK OUTSIDE PROJECT NAME: PET SUITES - HARRISBURG
APPROVED OWNER/DEVELOPER: HARRISBURG PET SUITES, LLC
ORIGINAL DISTURBED LIMITS By Chris McIntyre at 2:32 pm, Nov 29, 2021 PLANS PREPARED BY: OAK ENGINEERING, PLLC
TAX PARCEL NUMBER: PORTION OF 55079660610000
ZONING: C-2 GENERAL COMMERCIAL
JURISDICTION: TOWN OF HARRISBURG
RIVER BASIN: YADKIN PEE DEE (HUC CODE: 030A0105)
NCDEQ APPROVAL MUST BE PROVIDED PRIOR FEMA INFORMATION: MAP DNO.ATE:
: I 1/ 1 /2018
MAP DATE: 1 1 /16/2018
FLOOD ZONE: OUT (ZONE X)
TO BEGINNING WORK
LOT SIZE: ±1.27 ACRES
O� CONSTRUCTION DATES: 7/ 1 /20 - 1 / 15/21
�d APPROVED DENUDED AREA: ±1.50 ACRES
y 0 4 NEW DENUDED AREA: ±3.00 ACRES
0 ���� EXISTING IMPERVIOUS: ±5,614-SF (0.075 ACRES) - 638-SF TO BE
REMOVED
Y /9� Q /�� PROPOSED IMPERVIOUS: ±31,747-SF (0.729 ACRES)
O� � TOTAL IMPERVIOUS: ±36,723-SF (0.843 ACRES) - 66.4%
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�` SHEET SHEET TITLE ORIGINAL DA ESSUE REV. T uj
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Cn z Q �_ 6� � �°�I"A� PROJECT CONTACTS
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>+� 1' 1 PROPERTY OWNER DEVELOPER ENGINEER
WZ BANK OZK STEPHEN KNUDSEN, EIT LUKE J. BUGENSKE, PE
�e I ^ 17901 CHENAL PKWY HARRISBURG PET SUITES, LLC OAK ENGINEERING, PLLC
Q , # LITTLE ROCK, AR 72223 106 FOSTER AVENUE
828 EAST BOULEVARD
CHARLOTTE, NC 28203 CHARLOTTE, NC 28203
C v s i stephen.knud eon p@du bandee lopment.com [e-mail]
.L 704.559.9456
I CONTRACTOR SURVEYOR ARCHITECT
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NO GRID NAD63 COORDINATES.`
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SHE -+. s 4• TOWN OF HARRISBURG A100 MAIN STREET, SUITE 102 A100 MAIN STREET, SUITE 102 N
A100 MAIN STREET, SUITE 102 HARRISBURG, NC 28075 HARRISBURG, NC 28075 Z o cv N o r o Cw N
HARRISBURG, NC 28075 704.455.5614 � � � — �
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. a a 1 ROBERT DONHAM CABARRUS COUNTY JEFF WILLIAMS, FIRE MARSHAL
r ! rL TOWN OF HARRISBURG CONSTRUCTION STANDARDS TOWN OF HARRISBURG
4100 MAIN STREET SUITE 102 65 CHURCH STREET S 6450 MOREHEAD ROAD
HARRISBURG, NC 28075 CONCORD, NC 28025 HARRISBURG, NC 28075 3 C
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CHARLOTTE, NC 28210 1.800.POWER-ON 704.980.2520 V
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BEWARE OF UNDERGOUND UTILITIES. CALL BEFORE YOU DIG.

rim I ;_GRAY
SURVEYING CO., INC
144 W. MOUNTAIN ST.-SUITE 1, PO BOX 178'
KINGS MOUNTAIN, NC 28086
704-739-1644
wvvw.graysurvey.com
NC FIRM LICENSE NO. C-3565
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I, JOSEPH A. GRAY, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE
CHARGE FROM AN ACTUAL TOPOGRAPHIC SURVEY MADE UNDER MY SUPERVISION; THAT THE
HORIZONTAL PRECISION OR POSITIONAL ACCURACY IS 1:10,000+, THAT THE VERTICAL ACCURACY MEETS
NATIONAL MAP ACCURACY STANDARDS AND THAT THE ORIGINAL DATA WAS OBTAINED ON
26 OCTOBER 2021 ; THAT THE SURVEY WAS COMPLETED ON 27 OCTOBER 2021
ALL COORDINATES ARE HORIZONTAL GROUND COORDINATES AND ARE BASED ON LOCAL CONTROL
AND ALL ELEVATIONS ARE BASED ON LOCAL CONTROL . THE TOPOGRAPHIC DATA WAS OBTAINED BY A
FIELD RUN TOPOGRAPHIC SURVEY USING TRIG LEVELS.
Joseph A. Cray, PLS L-4716
BEWARE OF UNDERGOUND UTILITIES. CALL BEFORE YOU DIG.
PRELIMINARY PLAT
NOT FOR RECORDATION,
CONVEYANCES OR SALES.
Date
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GENERAL NOTES: CABARRUS COUNTY, NORTH CAROLINA
1. TOPOGRAPHIC SURVEY ONLY. NO BOUNDARY, IMPROVEMENTS OR TOWN OF HARRISBURG
UTILITIES LOCATED OTHER THAN SHOWN. WHERE SHOWN ARE BY SCALE: 1" = 20'
OBSERVED EVIDENCE ONLY. DEED REF: AS SHOWN
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N05`16'24"W �I II II 1 \\ \ N - - - DB 124 PG 197-
64.41 III II / I I \ 1� 0 8 CD
(TIE) III I I I \ TOTAL LIMITS
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OF CONSTRUCTION
c, PREVIOUSLY APPROVED 3.00 ACRES i'c3
CD `z LIMITS OF CONSTRUCTION
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NOTE
EACH GRATE AND FRAME CASTING SHALL BE PERMANENTLY IMPRINTED WITH THE IMAGE OA
FISH AND THE FOLLOWING STATEMENT "DUMP NO WASTE! DRAINS TO RIVER!"
BEWARE OF UNDERGOUND UTILITIES. CALL BEFORE YOU DIG.
LOC - LOC
-x-
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STEEL POSTS (QUANTITY VAR.)
PLASTIC SLOPE DRAIN PIPE
(PRACTICE STANDARD 6.32)
OR
GEOTEXTILE LINING
TEMPORARY OR
PERMANENT DITCH
COIR FIBER BAFFLES -
(PRACTICE STANDARD 6.6S)
SKIMMER (SIZE VAR.)
STONE PAD
PI ❑ N V I FIAT (below skimmer)
RISER STRUCTURE
TRASH RACK
SKIMMER )►E;;;�
TOP OF EMBANKMENT
1' MIN.
FREEBOARD-
1' MIN. V i
RISER STRUCTURE
/EMBANKMENT
/ STONE ENERGY
►►►LLL DISSIPATOR
EMERGENCY SPILLWAY
I♦
WOOD STAKE
OR METAL POST
EMERGENCY SPILLWAY
� ! a tt BARREL
J=
PIPE
Prn,/', `KV
J
CLASS B STONE PAD CUT-OFF ANTI -SEEP
(4' X4'X V MIN.) ANTlFLOTATION BLACK SECTIONAL VIEW TRENCH STABILIZED
COLLAR OUTLET
2' DEEP
1.1
NOTES
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
2. INSTALL MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN.
4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING.
SEDIMENT BASIN DETAIL (NCDEO 6.67)
NOT TO SCALE
EROSION CONTROL KEYS
GENERAL EROSION CONTROL NOTES
1. SEDIMENT BASIN(S) SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
2. ALL STOCKPILES SHALL BE PLACED AT LEAST 50' FROM JURISDICTIONAL AREAS AND DRAINAGE
FEATURES.
3. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE
WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT
OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE
CE
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
PB
TEMPORARY POROUS BAFFLES
MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER
SF
TEMPORARY ROW OF WIRE BACK SILT FENCE
RESOURCES RULES AND REGULATIONS (15A NCAC 4B .01 10)
SFO
TEMPORARY SILT FENCE OUTLET
SK
TEMPORARY FAIRCLOTH SKIMMER
EROSION CONTROL LEGEND
CW
CONCRETE WASHOUT
SM
SLOPE MATTING - NAG S75 ON ALL SLOPES 3:1 OR STEEPER
IP
TEMPORARY HARDWARE CLOTH & GRAVEL INLET PROTECTION
TEMPORARY DIVERSION DITCH slow
IP2
TEMPORARY SEDIMENT TUBES IN EXISTING CATCH BASIN
CD
CLEAN WATER DIVERSION DITCH
LIMITS OF CONSTRUCTION
GROUND STABILIZATION NOTES
�X�X�XTEMPORARY SILT FENCEX�X�X�
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES
Q CONCRETE WASHOUT SILT FENCE OUTLET
HAVE
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
1.1.
ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
0 WATTLE CHECK DAM RIPRAP APRON
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS
La
FROM THE LAST LAND -DISTURBING ACTIVITY.
1.2.
ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACTIVITY.
2. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS
DRAWING INFORMATION
OR
EXEMPTIONS SHALL APPLY:
2.1.
EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR
OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
2.2.
ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT
WHEN THE SLOPE IS FLATTER THAN A: 1. SLOPES LESS THAN 50' SHALL APPLY GROUND COVER
WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1, THE 7 DAY -REQUIREMENT APPLIES.
2.3.
ANY SLOPED AREA FLATTER THAN A:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER
REQUIREMENT.
2.4.
SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT
EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
2.5.
ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS
CHEMICAL STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASIS.
2.6.
FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED "HIGH
QUALITY WATER ZONE" (15A NCAC 04A. 0105) , STABILIZATION WITH GROUND COVER SHALL BE
ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN 7
20 0 20 40
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
2.7.
PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS
AND ARE NOT EXPECTED TO DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE
TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E&SC PLAN OR
SCALE: 1 20'
ADDED BY THE PERMITTING AUTHORITY.
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