NCC223658_Site Plan or Location Map_20221026

AERIAL PHOTOGRAPH, BASE IMAGE ACQUIRED AERIAL MAP
FROM AUTODESK GEOMAP UTIUTY. BING
IMAGERY DATED 2021. SCALE: 1"=1000'
OWNER/TEAM INFORMATION SCALE ^IN FEET ^^^^
OWNER/OPERATOR
BPS BEARS LLC
2502 SALOME CHURCH ROAD
CHARLOTTE, NO 2B262
PH: [phone]
CONTACT: KELLY PAINTER
EMAIL KELLY.PAINTEROBRADFORDPREP.ORG
CIVIL ENGINEER
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
3701 ARCO CORPORATE DRIVE, SUITE 400
CHARLOTTE, NO 28273
PH: [phone] (OFFICE)
CONTACTS: GEORGE GENERO, PE
EMAIL: GGENEROOCECINGCOM
UTILITY COMPANIES
SURVEYOR
STEWART
101 NORTH TRYON STREET, SUITE 1400
CHARLOTTE, NO 28202
PH: [phone]
WEB: ww iemwo U,c.com
CONTACT: KRIS A GATH NO PLS L-5361
SANITARY SEWER/WATER SERVICE ELECTRIC SERVICE
THE CITY OF CHARLOTTE WATER & SEWER DUKE POWER
ENGINEERING AND CUSTOMER SERMCE P.O. BOX 70516
5100 BROOKSHIRE BLVD CHARLOTTTE, INC 28272-0516
CHARLOTTE, NO 28216 PH: [phone]
PH: (704)-399-2221
NATURAL GAS
PIEDMONT NATURAL CAS
4720 PIEDMONT ROW DRIVE
CHARLOTTE, NO 28210
PH: [phone]
PCCO SUMMARY
ORIGINAL PARCEL ID NUMBERS
02940299, 02905220, 02905221, 02905202, 02905203
DEVELOPMENT TYPE
SCHOOL, COLLEGE, PRIVATE
SUBJECT TO PCCO?
Y
WATERSHED
YADKIN
DISTURBED AREA (AC)
14.2
SITE AREA (AC)
89.1
DA #1 (EXISTING)
DA#2
TOTAL ON -SITE DRAINAGE AREA (AC)
47.96
21.14
EXISTING BUILT UPON AREA (SF)
493,480
18,868
EXISTING BUA TO BE REMOVED (SF)
0
18,868
EXISTING BUA TO REMAIN (SF)
493,480
0
PROPOSED NEW BUA (SF)
0
283,576
PROPOSED % BUA
0%
30.8%
DENSITY (HIGH/LOW)
I HIGH
TOTAL POST -PROJECT BUA FOR SITE
493,480 SF
283,576 SF
DEVELOPMENT OR REDEVLOPMENT
P VED
DEVELOPMENT
NATURAL AREA REQUIRED (AC) 1
12.1 AC (17.5%)
NATURAL AREA PROVIDED (AC)
12.1 AC
UNDISTURBED TREED NATURAL AREA PRESET
TOTAL STREAM BUFFER PROTECTED ON -SITE
13.09 AC
TRANSIT STATION AREA (YIN)
1 I
N
DISTRESSED BUSINESS DISTRICT (YIN)
N
MITIGATION TYPE
N/A
NATURAL AREA MITIGATION (YAP)
1N
BUFFER MITIGATION (Y/N)
ly
TOTAL PHOSPHORUS MITIGATION (Y/N)
ly
BRADFORD PREPARATORY SCHOOL
ATHLETIC FACILITY EXPANSION
2502 SALOME CHURCH ROAD
MECKLENBURG COUNTY
CHARLOTTE, NORTH CAROLINA
APRI L 2022
FROMLGOOGLEMEARTH PRO Imnvc Au.vvlrtcM ACKIAL MAY
IMAGERY DATED: APRIL 2018 SCALE: 1 "=400'
CITY OF CHARLOTTE NOTES: -
1. COORDINATE ALL CURB ARD STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT PAW CREEK ROAD PRE TO BE COORDINATED WITH ME CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTOR.
]. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM/ 50.05 (9' SIGNS ONLY)
C SIGHT TRIM'CLES SHOWN ARE ME MINIMUM REQUIRED.
5. DIRECT VEHICULAR ACCESS TO FROM LOTS 5920108 AND 5920113 IS PROHIBITED.
6. IN ROLUNG AND HILLY TERRAINS. SWEEPING OF ME STONE BASE AND/OR MPUCATON OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY
ME INSPECTOR AND BASED ON FIELD CONDITIONS
7. MPROVPL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN RELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM ME AFFECTED
PROPERTY OWNERS.
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
9. SUBSURFACE DRANAGE FACIUTM MAY BE REQUIRED IN ME STREET RIGHT-OF-WAY IF OMMED NECEBSMY BY THE INSPECTOR,
10. CURB AND CUTTER SHOWN ON PLANS ALONG PAW CREEK ROAD AND LITRE ROCK ROAD MAY BE ADJUSTED BASED UPON FIELD STARING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY
ALSO REQUIRE MODI OATON BASED UPON FIELD CONDITIONS.
11. THE PURPOSE OF ME STORM DRANAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYMCE. BUILDINGS ME NOT PERMITTED IN THE EASEMENT AREA MY OTHER OBJECTS WHICH IMPEDE
STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
12. HIGH -DENSITY TH POLYEYLENE (HOPE) STORM ORANSTALLED INAGE PIPE IWITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY ME OTY-S INSPECTOR PRIOR TO
ANY BACKILL BEING PLACED. BACKILL MATERIAL MUST BE APPROVED BY ME CITY INSPECTOR PRIOR TO PIACEMENT OF ME MATERIAL WITHIN ME PUBLIC STREET RIGHT-OF-WAY.
13. ME DEVELOPER SHALL MANTAN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE MO SHALL REMOVE FROM ME CHANNEL AND BANKS OF ME STREAM ALL DEBRIS,
LOGS, TMBER, JUNK ARD OTHER ACCUMULATIONS.
1C ANY BULLING WITHIN ME 100+1 STORMWATER ELEVATOR LINE IS SUBJECT TO ME RESTRICTIONS OF ME (CITY OF CHARLOTTE/MMKLENBURG COUNTY) SUBDIVISION ORDINARCE SECTION 7.200.8.
15. MY CONSTRUCTION OR USE WITHIN ME FUTURE CONOMONS FLOOD FRINGE LINE IS SUBJECT TO ME RESTRICTIONS IMPOSED BY ME ROODWAY REGULATIONS OF ME CITY OF CHARLOTTE AND
MECKLENBURG COUNTY.
16. ALL OPENINGS (E.G.. DOORS, WINDOWS VENTS) IN STRUCTURES BUILT ON LOT 1'S 592010E AND 59=13 SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE ME ADJACENT FINISHED GROUND
SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND ROW NOT CONSIDERED IN ME 100+1 ROOD ANALYSIS.)
17, PE EPLED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTON.
S. 'AS -BUILT" DRAWINGS AND PLANS OF ME STORM DRANAGE SYSTEM, INCLUDING DESIGNED DITCHER, MUST BE SUBMITTED PRIOR TO SUBDIVISION INPL INSPECTION TO ME CITY/COUNTY
ENGINEERING DEPARTMENT IN ACCORDANCE WITH ME CRY/COUNTISUBDMSION ORDINANCE.
19. PRIOR TO INSTAIIATON. PE SEALED SHOP DRAWINGS FOR UNDERGROUND DFTENTON SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL.
20. PRIOR TO CO SURVEYOR SEPLED AS -BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTON SYSTEMS MUST BE PROVIDED.
21. PRIOR TO PLAT RECORDATON, OFMITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO ME GUIODUNES OF ME 'OFFSITE R/W ACQUISITION PROCESS..
THESE NEEDED R/W AND CONSTRUCTOR LIMITS ARE CLEARLY SHOWN ON ME ROADWAY IMPROVEMENT PIAN.
22. PER SECTION 18-175(E) OF CITY CODE AND SECTION 1D.0 OF ME CITYS POST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, 41 REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION
CONTROLS EASEMENTS (PCCES) MUST BE RECORDED PRIOR TO ME ISSUANCE OF ME CERTIFICATE OF OCCUPARCY.
23. ME DEVELOPER SHALL CONTACT ME CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALZAPON EQUIPMENT. 60- 90
DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHA1 BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR MY REPAIR COST CAUSED BY ME
CONTRACTOR DEVELOPER.
24. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON Cltt STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF
TRANSPORTATION (704-336-4025) OR VISIT HTTP://WWW.CHARMECK.ORB/DEPA ENTS/i SPOWAAON/S EU+MAINEENANCE/HOME.HTM
25. NON-STANDARD ITEMS ((E: PAVERS, IRRIGATOR SYSTEMS. ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH ME CHARLOTTE DEPARTMENT OF
MANSPORTATON/NORM CAROUNA DEPARTMENT OF TR NSPOWATION BEFORE INSTPLATION. FOR CITY OF CHARLOTTE MANTANED STREETS, CONTACT ]CRYSTAL BRIGHT AT 704-336-3888 OR
KRYSTAL.BRIGHPI CHMLOTTENIC.MV.
26. ANY WORK WITHIN ME CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL. LANE MUST BE APPROVED BY COOT AND WILL REQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING
SHALL CONTACT CASEY MASHBURN AT 704 336-8348 OR CASEY.MASHBURNOCHARLOTTENC.GOV AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY EFFORT SHALL BE MADE TO
CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
27. ME DEVELOPER SHALL CONTACT ME IMPLEMENTATION SECTION MARAGER OF ME CHARLOTTE DEPARTMENT OF ON. D TTER HA OR HEIR DESIGNEE AT 704-336-4119 TO IDENTIFY MY
CONFLICTS WITH iAA CO TCAU CAUSED
BY EQUIPMENT. TO 90 GAYS WILL BE REQUIRED TO COORDINATE RELOGTON. DEVROPER SFWl BE RESPONSIBLE FOR PLL RELATED RELOCATION COST
PND/OR ANY REPAIR COST CAUSED BY ME CONTRACTOR/DEVELOPER.
28. (704-PEDESTRIM-SCALE LIGHTING ANGED SMEEf LIGHTING SHALL NOT BE INSTALLED WITHIN ME RIGHT-OF-WAY WAY WITHOUT RENEW PANDROJECTS
APPROVAL OF COOT. DEVELOPER TO CONTACT 962-71 INGE
MTHON36-3932 OR CP_CTTEN NGON) M LO U- OTHER FOR LOLL STREET LIGHTING CRITERIA WITH TESWITH LL E ENE SIGN PROJECTS S N CE CONTACT ANTHONYERMIME DEZGHn G UML 2-7173 OR
LAYOUT AND
RED REME OATEN R INS FOfl ALL OTHER PROJECTS LIGHTING REQUIREMENTS. COORDINATE WITH DUKE ENERGY ANO COOT PS NECESSARY i0 DETERMINE LIGHTING LEVELS, LIGHTING
LAYOUT ARO REQUIREMENTS FOR INSTPLON CO
29. PRIVATE DEVELOPMENT UTILITY ROW UTON COORDINATION -FOR 336- COORDINATION RELATED TO BOAR EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS. PLEASE
CONTACT RALPH HOVE, CLOT ROW UTILITY) IS COORDINATOR AT 704-33 ME D EL PTRUTO ACCOMMODATE
ATE ALL
30. A JOINT USE MANHOLE IMEET-ME MANHOLE) IS i0 BE PROVIDED BY ME DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM SERVICE PROVIDERS ME JOINT USE MANHOLE SHALL BE LOCATED ON
PRIVATE PROPERTY OUTSIDE OF ME CIA/ RIGHT-OF-WAY.
CONSTRUCTION SEQUENCE
Sheet List Table
Sheet Number
Sheet Title
C000
COVER SHEET
C001
GENERAL NOTES
C100
EXISTING CONDITIONS AND DEMOLITION PLAN
C200A
OVERALL SITE PLAN (PROJECT SITE)
C200B
OVERALL SITE PLAN (PROJECT SITE)
C201
PROPOSED SITE LAYOUT - SHEET 1 OF 2
C202
PROPOSED SITE LAYOUT - SHEET 2 OF 2
C300
GRADING PLAN
C400
SAND FILTER 1 PLAN
C401
EXISTING SAND FILTER DETAIL
C500
UTILITY PLAN
C501
SEWER RELOCATION PROFILE
C600
PROPOSED DRIVEWAY PLAN
C800
SITE DETAILS
C801
SITE DETAILS
C802
SITE DETAILS
C803
GRADING & STORMWATER DETAILS
C804
GRADING & STORMWATER DETAILS
C805
UTILITY DETAILS
C806
UTILITY DETAILS
C807
UTILITY DETAILS
C808
MISCELLANEOUS DETAILS
C900
EROSION AND SEDIMENTATION CONTROL PLAN - PHASE 1
C901
EROSION AND SEDIMENTATION CONTROL PLAN - PHASE 2
C902
EROSION AND SEDIMENTATION CONTROL PLAN - PHASE 3
C903
EROSION & SEDIMENTATION CONTROL DETAILS
C904
EROSION & SEDIMENTATION CONTROL DETAILS
C905
EROSION & SEDIMENTATION CONTROL DETAILS
C906
EROSION & SEDIMENTATION CONTROL DETAILS
C907
EROSION & SEDIMENTATION CONTROL DETAILS
L100
OVERALL LANDSCAPE PRESERVATION PLAN
L101
LANDSCAPE PLANTING PLAN
SITE DATA,
SITE AREA
69.1 AC (TOTAL)
ZONING
R-3
EXISTING LAND USE
K-12 SCHOOL
PROPOSED LAND USE
K-12 SCHOOL
ADDRESS
PARCEL NUMBERS
2502 SALOME CHURCH RD
02940299;
02905220;
02905221.
02905202,
SETBACKS
02905203;
FRONT SETBACK (RIGHT OF WAY)
30'
S1DE YARD SETBACK
20'
REAR YARD SETBACK
45'
MAXIMUM BUILDING HEIGHT
40'
PROPOSED BUILDING HEIGHT
25'
CAR PARKING
-1 SPACE PER 3 STADIUM SEATS
-1555 TOTAL STADIUM SEATS
REQUIRED - 519
(PER LEGAL AGREEMENT WITH
PROVIDED - 554
ADJACENT CHURCH)
HANDICAP SPACES
REQUIRED - 12
PROVIDED - 16
BICYCLE PARKING
REQUIRED 22 (2% OF SEATS)
COVERED 11
PROVIDED 22
OCVERED 12
SOIL TYPES
ENON SANDY LOAM
WILKES LOAM
COORDINATES
35'20'33' N; B0'43'09' W
PC DISTRICT
YADKIN-SE CATAWBA
PLANNING OVERLAY WATERSHED
MALLARD WATERSHED
1. OBTAIN GRADING/ EROSION CONTROL PLAN APPROVAL_ FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY
ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURES TO SCHEDULE CONFERENCE 48
HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS
SUBJECT TO FINE. CONTACT JEFF BOCK AT 704-560-9798 OR JBOCKOCHARLOTTENC.GOV
3. INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION, AND SILT FENCE, CLEARING ONLY AS NECESSARY TO INSTALL
THESE DEVICES.
C CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND
CLEARING AND GRUBBING MAY BEGIN.
5. INSTALL SKIMMER BASIN 1 AND 2.
6. INSTALL DIVERSION DITCHES AND STORM SYSTEM UTILIZED FOR DIVERSIONS PER PHASED PLANS.
7. INSTALL EMBANKMENT MATING, AND INLET PROTECTION AS CONSTRUCTION PROGRESSES.
8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
9. FOR PHASED EROSION CONTROL PUNS, CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR
TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
10. STABILIZE AS AREAS ARE BROUGHT TO FINISHED GRADE.
111. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURE.
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.0 EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL U.S. DEPT. OF AGRICULTURE CITY OF CHARLOTTE EROSION CONTROL
ORDINANCE AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL CONTRACTOR SHALL ENSURE COMPLIANCEWITH WORK AREA TRAFFIC CONTROL HANDBOOK.
NOTE: PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, CONTRACTOR
SHALL EXPOSE AND VERIFY LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL
EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER, AND SANITARY
SEWER. ANY CONFLICTS SHALL BE REPORTED, IMMEDIATELY, TO THE ENGINEER AND
THE APPROPRIATE AUTHORITIES.
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