NCC233178_Site Plan or Location Map_20231024

/ IMPERVIOUS NOTES: ��
// PARCELS: 21301104 AND 21301105, AND 21301103 3/4"SQ.TUBULAR STEEL III/JJ
EQUAL SPACING AS SHOWN ON PLANS VERTICAL PICKETS(MIN. II��
PARCEL 21301103 (EXISTING SCHOOL AND LOT) HAS 1545 SF OF NEW 14 GAUGE)
2"X2"TUBULAR STEEL (8'A MAX.) PROVIDENCE
// 0o77 LI POST W/MIN.11 GAUGE 1-1/2 X 1-1/2"TUBULAR PARTNERS
V
T IMPERVIOUS AREA. 100% OF THIS AREA IS DRAINING INTO THE NEW BMP THICKNESS EQUAL SPACE STEEL RAILS TOP&BOTTOM
L 8101 Tower Point 27 suite 200
FA SYSTEM. TOTAL AREA .88 ACRES IMP. / 1.41 ACRES TOTAL = 62.4% (MIN.I1 GAUGE THICKNESS)
Charlotte,NC 28227
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��1, NEW VEGETATIVE F ��� 1"DEPTH � .� 6'THICK REINFORCED CONCRETE MOW
/I/ / 'V,1' CONTROL .i STRIP REFER TO DETAIL E-9
GRASS 50 F \ - BUFFER ALONG '✓F7 v7 / JOINT
- THIS PROPERTY
��O9 _ 10"DIA.3,000 PSI
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� / - CONCRETE FOOTING
�j �j.-/:EE LANDSCAPING NOTE �T / GENERAL NOTES:
1.-
/ 1. ALL CONCRETE USED IN MOW STRIP SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 PSI @ 28 DAYS.
2. 1"DEPTH CONTROL JOINTS SHALL BE INSTALLED PERPENDICULARLY AT BETWEEN POSTS UNLESS NOTED OTHERWISE ALONG ENTIRE LENGTH OF MOW STRIP.
�jj / 3. ALL TUBULAR STEEL POSTS,RAILS AND PICKETS SHALL BE FLUSH AND FREE OF ALL DENTS,SPURS,AND SHARP EDGES AND SHALL BE INSTALLED LEVEL,PLUMB,
/ AND SQUARE.
� / / A�M TA X I
4. PROVIDE CONTINUOUS WELDS ALONG ALL EDGES OF FENCE MEMBERS.GRIND SMOOTH ALL WELDS.
i�%, pPAI`CEL 27 3p 1 1 O8 5. ALL METAL SURFACES SHALL BE PRIMED AND PAINTED WITH TWO COATS OF RUST-PROOF PAINT,COLOR TO BE FLAT BLACK OR AS SPECIFIED ON PLANS.
// PI`OPERTES CONTRACTOR TO SUBMIT SAMPLES AS REQUIRED.
/ ^ L I 1,�' I 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS BEFORE MANUFACTURING GATES AND FENCE.
� OF MA TTH�VVLL C 7 YIELDLLTUBULAR
BULARSTRENGTH.EEL FENCE MEMBERS ARE TO BE IN ACCORDANCE WITH ASTM 513 HOT ROLLED STRUCTURAL STEEL 50,000 PSI TENSILE STRENGTH,60,000 PSI
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8. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL FENCE COMPONENTS AND GATES.SHOP DRAWINGS SHALL INCLUDE ALL PRODUCT CUT SHEETS AS WELL
AS INSTALLATION AND MANUFACTURING DETAILS.CONTRACTOR TO BE RESPONSIBLE FOR STRUCTURAL DESIGN OF GATES.
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EXISTING
FENCE LINE TUBULAR STEEL FENCE DETAILS
4
H CAS
INNER LOOP - LENGTH=660' IA.:5-36791 •'
INNER LOOP EIGHT LAPS = 1 MILE0 ZONING SUMMARY: `°�� �.
�' .q)HE.��"c
RUNNING LANE - 432 SF 9R9ANc®,,•°
PROPERTY PARCELS: 21301104 AND 21301105, AND 21301103 '''
I LINE "'-'66/10/23
.88 ACRES OF TRACK AND TURF AREA W/
RUNNING LANE TAX P ARSDY2LIVINO TRH TOTALAACREAGE:
1 CURRENTLY+ .04 ACRES DON 21301103
TRACK AND FIELD FINISHED ELEVATION VARIES TH LANDSCAPE SUMMARY:
THESE DRAWINGS AS INSTRUMENTS
PLANT BUFFER ON NORTH SIDE OF TRACK PER TOWN OF MATTHEWS. OF SERVICE ARE AND SHALL REMAIN
INC,DISTRIBUTION IN CONNECTION
PLANTING PER SECTION 155.606.4 OF THE UDO WITH THE PROJECT IS NOT TO BE
DEROGATION OF THE TREES AND SHRUBS PER 155.606.14 OF THE UDO PRIGHTS ROVIDENCE PARTNERS°II,IN_
REVISIONS
48"GATE TURF AREA I TURF NOTES: 30228 SF
� TEMPO TURF TXP-42225 (OR APPROVED EQUAL)
REFERENCE \\ i'/ \'� 48"GATE YARN: TENCATE TAPESLIDE XP, 100% PE
POINT FOR _ek_o__�I_, THREE 42" WIDE
GRID SYSTEM I LANES ARE SHOWN i� \ 213
CFI- YARN WEIGHT: M . 4207 SY
TOTALING 126" - TAX PPROPERTIE /
TOKA PRIMARY BACKING: 70Z/SY
' MKTC TRACK
SECONDARY BACKING: 22-26 OZ/SY LIQUID APPLIED URETHANE U
Lii
I F A TOTAL FABRIC WEIGHT: MIN. 78 OZ/SY
PAGE CS-5.1 IBMP B O
PAGE CS-5.1 1 TUFTED PILE HEIGHT: 2.25"
cr Q
290'• OF 4' FENCE . TUFT GAUGE: 3/8" EL 0
285' FEET 8" SEE DETAIL .
I CONCRETE WALL - - i• ' 210' OF 4' FENCE TUFT BIND: 8 LBS. MIN.
\ CS-3.2 - ►■ i . .� SEE DETAIL -RPW INFILL: 2.853.1 LBS/SF SBR o o
RAW -R/W . .5-1.0 LBS/SF SILICA SAND
OTHER 15 ROLL HOLES PUNCHED FOR DRAINAGE o
p c� U
O Ld EX. CURB INLET n (Y zz
FOR POST-TREATED ENTRANCE TO BE Q
REMOVED SEE CS2.1 TRACK NOTE:8315 SF z
STORM WATER EX. MANHOLE FOR NEW CURB/GUTTER0 I—
ELEVATION BENCHMARK SEE CS2.1 FOR DETAILS q >
LJ
ELEVATION 729.83' FOR DETAILS ASPHALT TO NOT TRACK SURFACE —VARIES. WI
BE DISTURBED 5" OF 3000PSI CONCRETE WITH o o=
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20' 40' 104X104/6X6 WWM 0_ o �up Q
_R/W 10 MM SBR BASE MAT U N�
COMMERCIAL BUA SUMMARY CHART I BMP BUA SUMMARY CHART PCO UNDISTURBED OPEN SPACE 3 MM EPDM COLOR STRUCTURAL SPRAY CONTACT: B.CONE
A BMP#1 19271.5 SF REQUIRED 6141.96 SF DRAWN BY: N.MORCAN
SITEALLOWABLEBUASUMMARYCHART B BMP#2 19271.5 SF
DATE: 06-10-23
PROVIDED 6835 SF TRACK SYSTEM PITCH TOWARD TURF/DRAIN
SHEET:
SITE AREA 61419.6 SF
TOTAL BMP MAX ALLOWABLE NOTE UNDISTURBED OPEN SPACE HAS TO SITE PLAN
ROAD/PARKING 0 SF AREA 38543SF BE PLATTED CAD FILE AVAILABLE UPON REQUEST FOR
CURB&GUTTER 0 SFSURVEYOR TO MARK TRACK
SIDEWALK/CON
CRETE PADS 8315 SF(TRACK)
BUILDINGS SF
FIELD 30228 SF
CS-3.0
TOTAL MAX SITE