NCC221923_Site Plan or Location Map_20220524

ob
CHARLOTTE_
FINAL
PROJECTNUMBER: SDRSF-2021-00150
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION COIF _
URBAN FOR
TREE ORDINANCE
CDOT K
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 ENS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://,h,,Iotb n .goV/Id
Jack Fulghum
Patrick Storz RAMA ROAD SITE
Miriam Travis Miller
CHARLOTTE NORTH CAROLINA
SAUSSY BURBANK
2550 WEST TYVOLA ROAD, SUITE 100
CHARLOTTE, NC 28217
GENERAL NOTES:
1. SURVEY INFORMATION OBTAINED BY METROLINA LAND SURVEYING, INC.
2. ARCHITECTURAL DIMENSIONS TO BE VERIFIED BY SURVEYOR. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING
DIMENSIONS.
3. SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THE SITE PLAN AGAINST ANY
SITE DEVELOPMENT REQUIREMENTS SPECIFIED BY THE SITE PLAN TO THE OWNER, LANDSCAPE ARCHITECT OR CIVIL
ENGINEER PRIOR TO ANY ACTUAL CONSTRUCTION,
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
5. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
8, DIRECIT VEHCULAR ACCESS TO RAMA ROAD FROM LOTS 1-10 IS PROHIBITED EXCEPT AS PROVIDED BY APPROVED
SHARED DRVEWAY.
9. 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.
PI IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 3.5% SLOPE ON THE CURB.
11. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY
THE INSPECTOR.
12. CURB AND GUTTER SHOWN ON PLANS ALONG RAMA ROAD MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY
ENGINEERING, ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS,
13. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SUE) 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.
14. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN A14 UNOBSTRUCTED STATE AND
SHALL REMO'JE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER
ACCUMULATIONS.
15. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF
CHARLOTTE/MECKLEN BURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
16. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS
IMPOSED BY THE FLOODWAAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
IT ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT //'S 6-10 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.)
18. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.
19. "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/COUNTY SUBDIVISION ORDINANCE.
20. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED
TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL.
21. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS
MUST BE PROVIDED.
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
(BODES) 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 SIG14AL17ATION 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. DEVELOPER TO CONTACT COOT (ANTHONY MENDEZ: 704-336-4971) DURING SITE PLAN PREPARATION TO DISCUSS
STREET LIGHTING REQUIREMENTS, IF ANY, FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND CDOT AS
NECESSARY TO DETERMINE LIGHTING LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.
25. 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://W .CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HCME.HTM
26. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-VAAY
ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT
KYRSTALBRIGHT AT 704-336-3888 OR KRYSTALBRIGHTMILARLOTTENC.GOV.
27. SIDEWALK WATHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET
IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO
THE EXTENT FEASIBLE. THE DEELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND
REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL
28. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE APPROVED
BY DUCT AND WALL REQUIRE A R/W USE PERMIT OR KEW LEASE DEPENDING UPON THE PROPOSED DURATION OF
CLOSURE. THESE APPROVALS ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH COOT
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT ERIC.'AEIDERMANN®CHARLOTTENC.GOV AT [phone]
OR ERIC.WEIDERMANNACHARLOTTENC.GOV AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS
LESS THAN 30 DAYS. CONTRACTOR SHALL CONTACT CASEY MASHBURN AT [phone] OR
CASEY.MASHBURNEACHARLOTTENC.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.
29. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A PEW LEASE AGREEMENT.
CONTRACTOR SHALL CONTACT CDOT AT [phone].
30. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086)
TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNAL17ATION 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.
31. DEVELOPER TO CONTACT COOT (ANTHONY MENDEZ: 704-962-7173 OR ANTHONY.MENDEZ(9CHARLOTTENC.GOV)
DURING SITE PLAN PREPARATION TO DISCUSS STREET LIGHTING REQUIREMENTS, IF ANY, FOR THIS PROJECT.
COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS, LIGHTING LAYOUT AND
REQUIREMENTS FOR INSTALLATION.
32. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY COORDINATION RELATED TO BOTH
EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT,
COOT ROW UTILITY COORDINATOR AT 7C4-336-4248 OR RTRDITTeSCH ARLOTTENC.GOV.
33. 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.
CONSTRUCTION DOCUMENTS
ENGINEER'S NOTES:
1, CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION
ACTIVITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INTERPRETATICHS FOR ANY QUESTIONS REGARDING THESE
DRAWINGS PRIOR TO COMMENCEMENT OF WORK OR ORDERING OF MATERIALS AND SHALL BEAR THE COST OF ALL
REWORK IF NOT PROPERLY COORDINATED.
3. CONTRACTOR SHALL PROVIDE ENGINEER RECORD DRAWING INFORMATION FROM A REGISTERED LAND SURVEYOR UPON
COMPLETION OF CONSTRUCTION.
4. CONTRACTOR SHALL OBTAIN A PERMIT FOR ANY EXCAVATION PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY
5, THE ENGINEER OF WORK SHALL NOT BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY MEASURES OR
REGULATIONC THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE
SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY STANDARDS, LAWS AND
REGULATIONS.
6. CONTRACTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACILITIES TO FINAL GRADE,
7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE FIELD DATA AND THE
INFORMATION SHOWN HEREON. ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WORK DONE WITH OUT PROPER
NOTIFICATION AND COORDINATION.
8. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHOR12ED
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE
DESIGN ENGINEER PRIOR TO IMPLEMENTATIOH.
9. PRIVATE WATER AND SANITARY SEWER SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH N.C.D.E.N.R. REGULATIONS
IN THE PRESENCE OF THE ENGINEER PRIOR TO ACTIVATION OF FACILITIES.
10. EXISTING SANITARY SEWER AND WATER SYSTEM SHOWN PER PROVIDED SURVEY AND CMUD REFERENCE DRAWINGS.
EXISTING PUBLIC UTILITY INFORMATION IS SHOWN FOR REFERENCE ONLY AND EXISTING 112E11
IH VESTS AND
LOCATIONS SHALL BE FIELD VERIFIED.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON
OR NOT, AND PROTECT FROM DAMAGE DURING INSTALLATION. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID
STRUCTURES SHALL BE BORNE BY THE CONTRACTOR.
12. A LICENSED UTILITY CONTRACTOR WILL INSTALL THE TAPS AND METERS. THE CONTRACTOR IS RESPONSIBLE FOR
INSTALLING THE TAPS AND METERS TO CMUD STANDARDS AND REGULATIONS.
13. SANITARY YARD HYDRANTS SHALL NOT BE 'STOP AND DRAIN', 'STOP AND WASTE', OR 'WEEP HOLE' TYPE
HYDRANTS.
14. IF CONTRACTOR OPTS TO INSTALL PRECAST STRUCTURES, CONTRACTOR SHALL BE REQUIRED TO VERIFY RIM
ELEVATIONS AND LAYOUT OF ALL PIPES, INCLUDING SIZE AND INVERTS OF EXISTING FACILITIES, PRIOR TO THE
ORDERING OF MATERIALS.
15. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO ADJUST ALL PRECAST STRUCTURES TO FINISHED GRADE IN
ACCORDANCE WITH AGENCY SPECIFICATIONS AND MANUFACTURER RECOMMENDATIONS. NO ADDITIONAL PAYMENT
WILL BE MADE FOR ADJUSTING FACILITIES TO FINISHED GRADE.
16. FIRE HYDRANTS ARE TO BE 10' CLEAR OF ANY OBSTRUCTIONS.
17. CONTRACTOR SHALL FLUSH ALL ONSITE STORM DRAINAGE AND HAUL OFF ALL ACCUMULATED MATERIAL AT
COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT DOWN STREAM PROPERTIES AND BMP INSTALLATIONS
FROM EXCESSIVE SEDIMENT ACCUMULATION. UPON COMPLETION OF CLEANING, CONTRACTOR SHALL PROVIDE WRITTEN
CONFIRMATION TO OWNER AND REQUEST INSPECTION OF PROJECT BY ENGINEER FOR FINAL INSPECTION.
SWIM BUFFER NOTES:
1. THE STREAM SIDE :ONE OF THE BUFFER MUST BE LEFT COMPLETELY UNDISTURBED. IN THE MANAGED USE
ZONE, AT A LIMITED NUMBER OF TREES CAN BE REMOVED PROVIDED THAT THE TREE DENSITY REMAINING IS
A MINIMUM OF 8 HEALTHY TREES OF A MINIMUM 6-INCH CALIPER PER 1,000 SQUARE FEET. REMOVAL OF
EXISTING VEGETATION MUST BE PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE TO THE ROOTS
OF REMAINING TREES.
2. PLANS CLEARLY INDICATE THAT NO FILL MATERIAL IS TO BE BROUGHT INTO THE BUFFER AND THAT NO
STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS (EXCEPT NON-COMMERCIAL OUT BUILDINGS
NOT EXCEEDING 150 SQUARE FEET.)
3. GRADING AND OTHER LAND DISTURBING ACTIVITIES ARE ALLOWED ONLY IN THE UPLAND ZONE, HOWEVER,
THESE ACTIVITIES MUST BE PERFORMED IN SUCH AS MANNER AS TO PREVENT DAMAGED TO THE ROOTS OF
REMAINING TREES. GRASS OR OTHER SUITABLE GROUND COVER CAN BE APPLIED TO THE UPLAND ZONE.
4. THE OUTSIDE BOUNDARY OF THE BUFFER MUST BE CLEARLY MARKED WATH ORANGE FABRIC FENCING PRIOR
TO ANY LAND DISTURBING ACTIVITIES (GRADING, TREE CUTTING OR STUMPING, ETC.) AT THE SITE AND THIS
FENCING MUST BE CALLED OUT ON PLANS.
5. THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MUST BE PERMANENTLY MARKED WITH AN IRON PIN OR
OTHER ACCEPTABLE PROPERTY CORNER MARKER AT STREET CROSSINGS AND THIS MARKER MUST BE
CALLED OUT ON THE PLANS.
SITE DATA
TAX MAP NO:
16307131, 18903440, AND
8902501
ZONING:
R-3
PROPOSED DE JELOPMENT:
R-4 CLUSTER
DEVELOPMENT PER TREE
SAVE INCENTIVES
SITE AREA:
.9.74 AC (424,569 SF)
R/W DEDICATION:
i0.44 (19,243 SF)
SITE AREA AFTER R/W DEDICATION:
t9.31 AC (405, 3" SF)
AREA IN RAILROAD R/W:
i228 AC (99,420 SF)
EXISTING USE:
VACANT
PROPOSED USE:
SINGLE FAMILY HOMES
PROPOSED UNITS:
10 UNITS
DENSITY:
i1.03 WA
MINIMUM LOT SIZE:
8,000 SF FOR CLUSTER
DEVELOPMENT PER TREE
SAVE INCENTIVE 21-95(F)
WITH 20' PERIMETER TREE SAVE AREA:
6,000 OF PER 21-95(F)(2)
MINIMUM LOT WIDTH:
60' FOR CLUSTER
DEVELOPMENT PER TREE
SAVE INCENTIVE 21-95(F)
WITH BE' PERIMETER TREE SAVE AREA:
50' PER 21-95(1`)(2)
SETBACKS/YARDS:
FRONT SETBACK:
30'
SIDE YARD (INTERIOR):
5'
SIDE YARD (PERIMETER):
6'
REAR YARD (INTERIOR):
30'
REAR YARD (PERIMETER)::
45'
MAX BUILDING HEIGHT:
48'
MAXIMUM BUILDING COVERAGE:
40%
TREE SAVE REQUIRED:
25% OF TOTAL SITE AREA
= 244 AC MINIMUM
(106, 142 SF)
TREE SAVE PROPOSED:
4.23 AC (184,493 SF)
=43.5% IN COMMON OPEN
SPACES
PARKING REQUIRED:
2 SPACES/UNIT =
22 SPACES
PARKING PROVIDED:
11 DOUBLE GARAGES
22 SPACES TOTAL
COMMON OPEN SPACE REQUIRED:
10% = 0.97 AC
(42.456 SF)
COMMON OPEN SPACE PROPOSED:
184,493 SF (43.5%)
TOTAL EXISTING IMPERVIOUS:
762 OF (0.02 AC)
TOTAL PROPOSED IMPERVIOUS:
46,230 SF (1.06 AC)
TRASH/RECYCLING PROVIDED:
PRIVATE PICKUP
ESTIMATED TIME OF COMPLETION:
2C22
CONSULTANTS:
DEVELOPER: SAUSSY BURBANK
2550 WEST TYVOLA
ROAD
SU ITS 100
CHARLOTTE, NC
28217
704.442.4961
ARCHITECT:
LANDSCAPE ARCH.:
CIVIL ENGINEER:
SURVEYOR:
SAUSSY BURBANK
2550 WEST TY IOLA ROAD
SUITE 100
CHARLOTTE, NC 28217
704.442.4961
DESIGN RESOURCE GROUP, PA
2459 WILKINSON BOULEVARD
SUITE 200
CHARLOTTE, NO 28208
734.343.0608
DESIGN RESOURCE GROUP, PA
2459 WILKINSON BOULEVARD
SUITE 200
CHARLOTTE, NO 28208
704.343.0608
METROU NA LAND SURVEYING, INC.
4121-C ROSE LAKE DRIVE
CHARLOTTE, NO 28217
704-741-1700
DEMOLITION NOTE: TO THE BEST OF OUR KNOWLEDGE, BASED ON MATERIALS PROVIDED
BY THE OWNER, OUR REVIEW OF THE SURVEY, AND THE RESULTS OF THE GEOTECHNICAL
INVESTIGATION, THERE ARE NO EXISTING LANDFILLS NOR DOES THIS PLAN PROPOSE THE
CREATION OF ANY DEMOLITION LANDFILLS PER SECTION 20-16(12) OF THE CITY OF
CHARLOTTE SUBDIVISION ORDINANCE.
SHEET SCHEDULE
®_
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COVER SHEET
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DRAINAGE DETAILS
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DRAINAGE DETAILS
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OVERALL UTILITY PLAN
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DETAILS
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TREE SAW AREA
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B,
VICINITY MAP
SCALE: NTS
PROVE
DESIGN
RESOURCE
GROUP
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wilkinson XII Ste 200 C6arlo , NO 28208
704.343.0608
www. AE.-
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DOCUMENTS
COVER SHEET
PROJECT#: 673-014
DRAWN BY JG
CHECKED BY: SK
APRIL 1, 2022
REVISIONS'.
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