NCC222090_Site Plan or Location Map_20220604

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REFERENCE: AERIAL PHOTOGRAPH, BASE IMAGE ACQUIRED
FROM AUTODESK GEOMAP UTILITY. BING
IMAGERY DATED 2021.
OWNER/TEAM INFORMATION
OWNER /OPERATOR
BPS BEARS LLC
2502 SALOME CHURCH ROAD
CHARLOTTE, NC 28262
PH: [phone]
CONTACT: KELLY PAINTER
EMAIL: KELLY.PAINTEROBRADFORDPREP.ORG
CIVIL ENGINEER
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
3701 ARCO CORPORATE DRIVE, SUITE 400
CHARLOTTE, NC 28273
PH: [phone] (OFFICE)
CONTACTS: GEORGE GENERO, PE
EMAIL: GGENEROOCECINC.COM
UTILITY COMPANIES
SANITARY SEWER/WATER SERVICE
THE CITY OF CHARLOTTE WATER & SEWER
ENGINEERING AND CUSTOMER SERVICE
5100 BROOKSHIRE BLVD
CHARLOTTE, NC 28216
PH: (704)-399-2221
NATURAL GAS
PIEDMONT NATURAL GAS
4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
PH: [phone]
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AERIAL MAP
SCALE: 1 "=1000'
SCALE IN FEET
0 IUUU 2000
SURVEYOR
STEWART
101 NORTH TRYON STREET, SUITE 1400
CHARLOTTE, NC 28202
PH: [phone]
WEB: www.stewartinc.com
CONTACT: KRIS A. GATH NC PLS L-5361
ELECTRIC SERVICE
DUKE POWER
P.O. BOX 70516
CHARLOTTTE, NC 28272-0516
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)
69.1
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)
HIGH
TOTAL POST -PROJECT BUA FOR SITE
493,480 SF
283,576 SF
DEVELOPMENT OR REDEVLOPMENT
P V U Y VED
DEVELOPMENT
NATURAL AREA REQUIRED (AC) 0
12.1 AC (17.5%)
NATURAL AREA PROVIDED (AC)
12.1 AC
UNDISTURBED TREED NATURAL AREA PRESERV
TOTAL STREAM BUFFER PROTECTED ON -SITE
13.09 AC
TRANSIT STATION AREA (Y/N)
N
DISTRESSED BUSINESS DISTRICT (Y/N)
N
MITIGATION TYPE
N/A
NATURAL AREA MITIGATION (Y/N)
N
BUFFER MITIGATION (Y/N)
Y
TOTAL PHOSPHORUS MITIGATION (Y/N)
Y
RA FOR PREPARATORY SCHOOL
ATHLETIC FACILITY EXPANSION
2502 SALOME CHURCH ROAD
MECKLENBURG COUNTY
CHARLOTTE, NORTH CAROLINA
APRIL 2022
KLrLKLNUL: ALKIAL HHUIUUNAHM, UASL IMAUL AC:UUIKLU AERIAL MAP
FROM GOOGLE EARTH PRO
IMAGERY DATED: APRIL 2018 SCALE: 1 "=400'
CITY OF CHARLOTTE NOTES:
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT PAW CREEK ROAD ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY)
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. DIRECT VEHICULAR ACCESS TO FROM LOTS 5920108 AND 5920113 IS PROHIBITED.
6. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY
THE INSPECTOR AND BASED ON FIELD CONDITIONS.
7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS.
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
10. CURB AND GUTTER SHOWN ON PLANS ALONG PAW CREEK ROAD AND LITTLE ROCK ROAD MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY
ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE
STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
12. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO
ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.
13. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS,
LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
14. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
15. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND
MECKLENBURG COUNTY.
16. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT #'S 5920108 AND 5920113 SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND
SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS.)
17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.
18. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY
ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTYSUBDIVISION ORDINANCE.
19. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL.
20. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE PROVIDED.
21. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS".
THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
22. PER SECTION 18-175(E) OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION
CONTROLS EASEMENTS (PCCES) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
23. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90
DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE
CONTRACTOR/DEVELOPER.
24. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF
TRANSPORTATION (704-336-4025) OR VISIT HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM
25. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT KRYSTAL BRIGHT AT 704-336-3888 OR
KRYSTAL. BRIGHTOCHARLOTTENC.GOV.
26. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE APPROVED BY CDOT AND WILL REQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING
UPON THE PROPOSED DURATION OF CLOSURE. THESE APPROVALS ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
CONTACT ERIC WEIDEMANN AT [phone] OR ERIC.WEIDEMANNOCHARLOTTENC.GOV AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTRACTOR
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. THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT) OR THEIR DESIGNEE AT 704-336-4119 TO IDENTIFY ANY
CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST
AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
28. PEDESTRIAN -SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY WITHOUT REVIEW AND APPROVAL OF CDOT. DEVELOPER TO CONTACT CANDACE INGE
(704-336-3932 OR CANDACE.INGEOCHARLOTTENC.GOV) FOR LOCAL STREET LIGHTING CRITERIA WITH RESIDENTIAL SUBDIVISION PROJECTS AND TO CONTACT ANTHONY MENDEZ (704-962-7173 OR
ANTHONY.MENDEZOCHARLOTTENC.GOV) FOR ALL OTHER PROJECTS LIGHTING REQUIREMENTS. COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS, LIGHTING
LAYOUT AND REQUIREMENTS FOR INSTALLATION.
29. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS, PLEASE
CONTACT RALPH TRUITT, CDOT ROW UTILITY COORDINATOR AT 704-336-4248 OR RTRUITTOCHARLOTTENC.GOV.
30. A JOINT USE MANHOLE (MEET -ME MANHOLE) IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ON
PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.
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
IL101
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
2502 SALOME CHURCH RD
PARCEL NUMBERS
02940299;
02905220;
02905221,
02905202,
02905203;
SETBACKS
FRONT SETBACK (RIGHT OF WAY)
30'
SIDE 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
COVERED 12
SOIL TYPES
ENON SANDY LOAM
WILKES LOAM
COORDINATES
35'20'33" N; 8V43'09" W
PC DISTRICT
YADKIN-SE CATAWBA
PLANNING OVERLAY WATERSHED
MALLARD WATERSHED
CONSTRUCTION SEQUENCE I
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.
4. 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 MATTING, 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 PLANS, 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.
11. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURE.
12. 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 COMPLIANCE
WITH 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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