20010210 Ver 3_8-Civil Plans_20200228

VICINITY MAP
N.T.S.
AYRSLEY
SILVER CRESCENT DR AND BONNER BRIDGE CT
CHARLOTTE, NORTH CAROLINA, 28273
CONSTRUCTION DRAWINGS
PROJECT NUMBER: ALL-19000
DATE: DUNE 18.0 2019
RE -SUBMITTAL DATE: AUGUST 221 2019
RE -SUBMITTAL DATE: SEPTEMBER 30,2019
RE -SUBMITTAL DATE: NOVEMBER 07,2019
BLDG
PERMIT
2ND
SUBMITTAL:
NOVEMBER
15,2019
BLDG
PERMIT
3RD
SUBMITTAL:
JANUARY
10. 2020
-
------------------------------ - - - - --
e
SHEET INDEX
C0.01
PROJECT NOTES
C6.00
OVERALL EROSION CONTROL PLAN -
STAGE I
C1.00
EXISTING CONDITIONS
C6.01
OVERALL EROSION CONTROL PLAN -
STAGE II
C2.00
OVERALL SITE PLAN
C6.02
EROSION CONTROL DETAILS
C2.01
SITE PLAN - NE
C6.03
EROSION CONTROL DETAILS
C2.02
SITE PLAN - SE
C6.04
EROSION CONTROL DETAILS
C2.03
SITE PLAN - SW
C8.00
SITE DETAILS
C2.04
SITE PLAN - NW
C8.01
SITE DETAILS
C2.05
ACCESSIBLE ROUTE PLAN
C8.02
SITE DETAILS
C3.00
OVERALL GRADING AND DRAINAGE PLAN
C8.03
WATER DETAILS
C3.01
GRADING AND DRAINAGE PLAN - NE
C8.04
STORM DRAINAGE DETAILS
C3.02
GRADING AND DRAINAGE PLAN - SE
C8.05
SANITARY SEWER DETAILS
C3.03
GRADING AND DRAINAGE PLAN - SW
C9.00
STORMWATER CONTROL MEASURE
PLAN VIEW
C3.04
GRADING AND DRAINAGE PLAN - NW
C9.01
STORMWATER CONTROL MEASURE
DETAILS
C4.00
OVERALL UTILITY PLAN
C9.02
STORMWATER CONTROL MEASURE
DETAILS
C4.01
UTILITY PLAN - NE
C9.03
STORMWATER CONTROL MEASURE
DETAILS
C4.02
UTILITY PLAN - SE
C9.04
STORMWATER CONTROL MEASURE
LANDSCAPE PLAN
C4.03
UTILITY PLAN - SW
L5.00
OVERALL CODE LANDSCAPE PLAN
C4.04
UTILITY PLAN - NW
L5.01
LANDSCAPE DETAILS
C5.00
PLAN AND PROFILE - BONNER BRIDGE CT
A.1
APPROVED REZONING PLAN
STA. 10+00.00 THRU STA. 16+18.57
A.2
APPROVED REZONING PLAN
C5.01
PLAN AND PROFILE - SILVER CRESCENT DRIVE
A.3
APPROVED REZONING PLAN
STA. 10+00.00 THRU STA. 18+12.00
A.4
APPROVED REZONING PLAN
C5.02
PLAN AND PROFILE - BISHOPS PARK DRIVE
STA. 10+00.00 THRU STA. 15+55.68
C5.03
PLAN AND PROFILE - PIONEER AVENUE
LINE OF SIGHT - PIONEER AVENUE (S.R. 1318)
C5.04
PLAN AND PROFILE - BONNER BRIDGE COURT
LINE OF SIGHT - BONNER BRIDGE COURT
C5.05
PLAN AND PROFILE - SILVER CRESCENT DRIVE
LINE OF SIGHT - SILVER CRESCENT DRIVE
C5.06
PLAN AND PROFILE - SILVER CRESCENT DRIVE
LINE OF SIGHT - SILVER CRESCENT DRIVE
C5.07
PLAN AND PROFILE - SILVER CRESCENT DRIVE
LINE OF SIGHT - SILVER CRESCENT DRIVE
C5.08
PLAN AND PROFILE - SILVER CRESCENT DRIVE
LINE OF SIGHT - SILVER CRESCENT DRIVE
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CONTACT
BRANDON PLUNKETT
[e-mail]
PHONE: [phone]
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
PROJECT DIRECTORY
ORLANDO PIZARRO
CLINE DESIGN ASSOCIATES, PA
2923 S. TRYON STREET, SUITE 130
CHARLOTTE, INC 28203
PHONE: [phone]
THE JOHN R.
= c� WADAMS : z =
= ;COMPANY, INC.;
�'• C-0293
OF
••� SEAL
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REVISIONS
NO.
DATE
1
08. 22.2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15.2019
PERMIT COMMENTS
5
01. 10.2020
PERMIT COMMENTS
6
01. 16.2020
INTERACTIVE COMMENTS
7
01. 21.2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
CONSTRUCTION
DRAWINGS FOR:
AYRSLEY
CHARLOTTE, NORTH CAROLINA, 28273
PROJECT NUMBER: ALL-19000

s
GENERAL SITE NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. THERE MAY BE WETLANDS WITHIN THIS SITE. IT IS THE OWNER'S RESPONSIBILITY FOR
WETLANDS JURISDICTION AND PERMIT DISTURBANCE PRIOR TO ANY GRADING ACTIVITY.
3. WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN, NO OBSTRUCTION BETWEEN 30" AND 72"
IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART.
OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL,
SIGN, OR PARKED VEHICLE.
4. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF CHARLOTTE AND NCDOT
STANDARDS AND SPECIFICATIONS.
5. ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
6. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS
EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH
REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL
ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR EXCAVATION.
7. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED
APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR
INSTALLATION. THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST
RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT.
8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT
LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE
OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER
TO THE ENGINEER.
9. EXISTING IMPROVEMENTS SLATED TO REMAIN THAT ARE DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR ORIGINAL CONDITION OR TO THE
SATISFACTION OF THE OWNER BY THE CONTRACTOR RESPONSIBLE FOR THE DAMAGE.
10. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR
MAXIMUM DRY DENSITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
11. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET,
TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL
SUCH STANDARD APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND
ALIGNMENTS DEPICTED ON THE PLANS.
12. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA 811" (1-800-632-4949) AT LEAST 48 HOURS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL". REPORT ANY
DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
13. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE
APPROPRIATE UTILITY COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES,
TELEPHONE PEDESTALS, WATER METERS, ETC.).
14. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
15. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE -CONSTRUCTION CONFERENCE.
16. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY
WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF
SUCH NOTIFICATION HAS NOT BEEN GIVEN.
17. PAVEMENT SECTIONS SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO
BEGINNING CONSTRUCTION.
CDOT NOTES:
1. 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 CDOT AT
704-336-3888.
2. 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
ADDITIONAL TO SITE APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL CONTACT CDOT AT [phone] AT LEAST 5
BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS.
CONTRACTOR SHALL CONTACT CDOT AT [phone] 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.
3. 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.
4. DEVELOPER TO CONTACT CDOT (ALFRED OYOYO: 704-336-3939) 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.
5. 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 [e-mail].
6. A JOINT USE MANHOLE (MEET -ME MANHOLE) IS TO BE PROVIDED BY THE DEVELOPER TO
ACCOMMODATE ALL UTILITY TELECOM SERVICES PROVIDERS. THE JOINT USE MANHOLE
SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.
GENERAL CITY NOTES:
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT BOTH BONNER BRIDGE AND SILVER CRESCENT DRIVE ARE TO
BE COORDINATE 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 ARE THE MINIMUM REQUIRED.
5. 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.
6. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
7. 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, TIMER, JUNK AND OTHER ACCUMULATIONS.
8. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO CITY
ENGINEERING PRIOR TO CONSTRUCTION.
9. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING
DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO
THE THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE
CITY/COUNTY SUBDIVISION ORDINANCE.
10. 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 CONTROL EASEMENTS (PCCEs) MUST BE RECORDED PRIOR
TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
11. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS IN CITY
STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT
CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT
HTTH://WWW.CHARMECK.0RG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/H0ME.HTM
12. SIDEWALKS WITHIN 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
DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED
FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
13. ANY WORK WITHIN THE CITY's R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL
LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS FOR
ANY SIDEWALK OR TRAVEL LANE CLOSURE MUST BE SUBMITTED AS PART OF THE R/W USER
PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK
AREA TRAFFIC CONTROL HANDBOOK (WATCH(AND MUST BE REVIEWED AND APPROVED.
CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF
BEGINNING WORK AT [phone].
RETAINING WALL NOTES:
1. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF
THE FRONT FACE OF THE RETAINING WALL AT THE TOP OF THE WALL. THE CONTRACTOR IS
RESPONSIBLE FOR ENSURING RETAINING WALLS ARE NOT LOCATED IN ANY STREAM
BUFFERS, AND THEIR CONSTRUCTION DOES NOT ENCROACH INTO ANY ADJACENT
PROPERTIES DUE TO ANY BATTER INCORPORATED IN THE DESIGN OF THE WALLS.
2. RETAINING WALLS ARE TO BE DESIGN -BUILD PROJECTS BY THE CONTRACTOR. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A
REGISTERED ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY FOR THE
CONSTRUCTION OF THE RETAINING WALLS.
3. RETAINING WALLS SHALL BE ASSUMED TO BE BACKFILLED WITH OFF -SITE BORROW
MATERIAL OR PROCESSED FILL, UNLESS THE CONTRACTOR CAN PROVIDE TO THE OWNER
WITH CONFIRMATION FROM THE GEOTECHNICAL ENGINEER AND THE RETAINING WALL
DESIGNER, THAT READILY AVAILABLE ON -SITE SOILS CAN BE USED.
4. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED
GRADE ELEVATIONS ONLY. THE EXTENT THAT THE RETAINING WALL WILL BE EXTENDED
BELOW GRADE TO THE FOOTING OR ABOVE GRADE TO THE TOP OF THE CAP BLOCK COURSE
SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION DRAWINGS.
5. ALL RETAINING WALLS OVER 30" HIGH SHALL HAVE A SAFETY FENCE (DESIGN BY OTHERS).
6. ANY PART OF ANY RETAINING WALL THAT EXTENDS INTO THE RIGHT-OF-WAY WILL REQUIRE
AN ENCROACHMENT AGREEMENT. ENCROACHMENT AGREEMENTS FOR RETAINING WALLS
SHALL BE APPROVED PRIOR TO CONSTRUCTION DRAWING APPROVAL.
7. ANY TIEBACK SYSTEMS FOR THE RETAINING WALLS SHALL NOT BE ALLOWED WITHIN PUBLIC
RIGHT-OF-WAY.
8. STORMWATER RUN-OFF SHALL BE DIRECTED AWAY FROM RETAINING WALLS. ANY RUN-OFF
FLOWING TO AND OVER A RETAINING WALL SHALL BE KEPT TO AN ABSOLUTE MINIMUM
AND BROUGHT TO THE ATTENTION OF THE WALL DESIGNER PRIOR TO THEIR DESIGN.
GENERAL STORM DRAINAGE NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF
CHARLOTTE LAND DEVELOPMENT MANUAL AND NCDOT STANDARD SPECIFICATIONS
UNLESS OTHERWISE SPECIFIED IN THIS MANUAL.
2. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITHIN THE PUBLIC ROW AND FOR PUBLIC
STORM PIPE.
3. ALL PRIVATE STORM DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE, CONTECH
CORRUGATED METAL PIPE, CORRUGATED METAL PIPE, OR HIGH DENSITY POLYETHYLENE
(HDPE) PIPE, AS APPROVED BY THE CEC. NO OTHER TYPE OF PIPE SHALL BE USED WITHOUT
PRIOR APPROVAL FROM THE CEC. ALL PIPES SHALL BE LAID WITH THE BELL OR GROOVE
UPGRADE AND THE JOINT ENTIRELY INTERLOCKING.
4. ALL CONCRETE SHALL BE 3600 PSI. IN ORDER TO USE PRE -CAST STORM DRAINAGE
STRUCTURES IN ANY STREET RIGHTS -OF -WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM
THE CITY/COUNTY ENGINEER.
5. ALL HIGH -DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH
INTERIOR, CONFORM TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR
CORRUGATED POLYETHYLENE PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS.
6. CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS
III REINFORCED CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN (15) INCHES
(EIGHTEEN (18) INCHES MINIMUM ON CROSS DRAIN CULVERTS WITHIN THE COUNTY).
7. THE MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPLICATIONS FOR LESS
THAN TWO (2) FEET OF COVER WILL BE REVIEWED INDIVIDUALLY.
8. CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE
SHALL BE CLEAN AND MOIST WHEN MORTAR IS APPLIED. THE LOWER PORTIONS OF THE
BELL OR GROOVE SHALL BE FILLED WITH MORTAR SUFFICIENT TO BRING THE INNER
SURFACE FLUSH AND EVEN WHEN THE NEXT JOINT IS FITTED INTO PLACE. THE REMAINDER
OF THE JOINT SHALL THEN BE FILLED WITH MORTAR AND A BEAD OR RING OF MORTAR
FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF INTERIOR MORTAR
MAY BE DELAYED UNTIL BACKFILL IS COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY
(30) INCHES.
9. PREFORMED JOINT SEALER WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR
TYPE B FLEXIBLE PLASTIC GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINING
METHOD.
10. COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HDPE PIPE. COUPLING
BANDS SHALL COVER AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE.
GASKET COUPLING BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE
MADE OF CLOSED -CELL SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF
ASTM D1056, TYPE 2. THE PIPE MANUFACTURER SHALL INSTALL GASKETS ON THE
COUPLING BAND. ALL COUPLING BANDS SHALL MEET OR EXCEED THE SOIL -TIGHTNESS
REQUIREMENT OF AASHTO STANDARD SPECIFICATION FOR HIGHWAY BRIDGES, SECTION 23,
PARAGRAPH 23.1.5.4(E). PIPEFITTINGS SHALL CONFORM TO AASHTO M252 OR AASHTO
M 294.
11. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP
AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO
MANUFACTURER'S SPECIFICATIONS.
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST
HAVE STEPS IN ACCORDANCE WITH STANDARD DETAILS.
14. ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS.
15. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET
HORIZONTAL TO ONE (1) FOOT VERTICAL (2:1) AND NOT TO EXCEED 10' WITHOUT
TERRACING.
16. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER,
WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL
SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO
TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR
PROOF ROLLING.
17. MATERIALS DEEMED BY THE GEOTECH OR ENGINEER AS UNSUITABLE FOR BACKFILL
PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
18. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID.
THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES,
EACH LAYER SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY
OBTAINABLE WITH THE STANDARD PROCTOR TEST (A DENSITY OF 100% STANDARD
PROCTOR IS REQUIRED FOR THE TOP EIGHT (8) INCHES).
19. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
COMPACTION METHODS. EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND
THOROUGHLY COMPACTED IN PLACE.
20. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE
PRIOR TO DEMOLITION.
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN
ON THESE PLANS AND AS DIRECTED BY THE OWNER.
3. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY
FEES REQUIRED FOR DEMOLITION AND HAUL -OFF FROM THE APPROPRIATE
AUTHORITIES. THESE FEES ARE TO BE INCLUDED WITH THE BID.
4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE
PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION.
5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY
WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OF
RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND
APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL
MANNER EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES
LOCATED ON AND AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO CURBS,
SIDEWALKS, TREES AND SHRUBS.
7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS,
CONDUITS, LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM
THE WORK AREA IN AN APPROVED LANDFILL.
8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS,
ELECTRIC, AND TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING EACH UTILITY COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES
AND FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR
TO COMMENCING WORK.
11. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY
COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS
REQUIRED, OR AS OTHERWISE NOTED. ALL SERVICES MAY NOT BE SHOWN ON THE
PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO
DETERMINE THE EXTEND OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED.
12. CONTRACTOR SHALL COORDINATE WITH UTILITY DEPARTMENT IN THE
REMOVAL/RELOCATION OF EXISTING POWER POLES AND OVERHEAD POWER LINES.
13. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES
AND REMOVAL AND/OR RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE
APPROPRIATE UTILITY COMPANY.
14. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION
PRIOR TO BEGINNING DEMOLITION WORK.
15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN
IN PLACE.
16. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE
TO EXISTING ROAD SURFACE.
17. FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF
JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED.
18. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING
PAVEMENTATTHE R/W.
19. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION
SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE
CONTRACTOR.
20. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE ADJOINING
PROPERTIES DURING THE DEMOLITION PROCESS.
21. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY
THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH
INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE
LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE
TEMPORARY SERVICE HAS BEEN PROVIDED.
22. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER
UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY
FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THE IS AREA.
23. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A
LICENSED HAZARDOUS MATERIAL CONTRACTOR.
24. IN ACCORDANCE WITH 40 CFR, PART 61, SUBPART M, A THOROUGH INSPECTION
SHALL BE CONDUCTED FOR ASBESTOS -CONTAINING MATERIALS, PRIOR TO
CONDUCTING A RENOVATION OR DEMOLITION ACTIVITY OF AN EXISTING
STRUCTURE. THE ASBESTOS INSPECTION MUST BE CONDUCTED BY A NORTH
CAROLINA ACCREDITED ASBESTOS INSPECTOR. ALL REGULATED AND/OR FRIABLE
ASBESTOS CONTAINING MATERIALS IDENTIFIED DURING THE SURVEY, WHICH WILL BE
DISTURBED, MUST BE PROPERLY REMOVED BY ACCREDITED INDIVIDUALS BEFORE
BEGINNING THE RENOVATION OR DEMOLITION ACTIVITY. IF REGULATED AND/OR
FRIABLE ASBESTOS CONTAINING MATERIALS TO BE REMOVED EXCEED 160 SQUARE
FEET, 260 LINEAR FEET OR 35 CUBIC FEET, A PERMIT SHALL BE APPLIED FOR THROUGH
THE NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES.
25. UTILITY APPURTENANCES TO BE REMOVED INCLUDE BUT AREN'T LIMITED TO
HYDRANTS, FIRE DEPARTMENT CONNECTIONS, VALVES/VALVE BOXES, STORM DRAIN
AND/OR SANITARY SEWER CLEANOUTS, STORM DRAIN INLETS.
26. THE CONTRACTOR SHALL OBTAIN THE APPROPRIATE PERMITS REQUIRED FOR THE
DEMOLITION OF THE SITE FEATURES ASSOCIATED WITH THE BUILDING, WHICH IS TO
REMAIN ON -SITE, AND DISPOSE OF ALL MATERIALS IN THE APPROPRIATE MANNER.
EROSION CONTROL NOTES:
1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS
MANUAL.
2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE
ZONING ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
5. 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 WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
7 DAYS CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. 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.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10, REQUIRE
ADEQUATE TERRACING. [CLDSM #30.161
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT
WAS NOT PREVIOUSLY APPROVED.
9. DRIVEWAY PERMITS FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE
PRESENTED AT PRE CONSTRUCTION MEETING.
10. THIS SITE IS TO BE INSPECTED AND DOCUMENTED IN ACCORDANCE WITH THE NCG010000
GENERAL CONSTRUCTION PERMIT.
11. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY
VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
12. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY
VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER
OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING
WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE
CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR
RIP -RAPPED.
13. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD. REMOVED
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT
ERODE.
14. THE TRAP SHALL BE INSPECTED AFTER EACH MEASURABLE RAIN AND REPAIRS MADE AS
NECESSARY.
15. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION
AND WATER POLLUTION IS MINIMIZED.
16. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED
GEOTECHNICAL ENGINEER.
17. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND
STABILIZATION.
18. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF
WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
19. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
20. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN
WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN ALL BASINS.
21. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE
BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE
BASIN.
22. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
23. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL AS WELL AS THE CHARLOTTE LAND DESIGN STANDARDS MANUAL.
24. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF
THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
25. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED.
THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE CITY LAND
DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS
BEEN ESTABLISHED.
26. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT
FENCE IS PLACED AT THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR
WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
27. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE SHALL BE CHIPPED
ON SITE AND HAULED OFF SITE FOR DISPOSAL.
28. SEE SHEET EC-3 FOR SKIMMER SEDIMENT BASIN AND SEDIMENT BASIN DETAILS (CLDSM
30.02 AND 30.03).
29. ALL DISTURBED AREAS TO BE SEEDED PER CLDSM 30.17(9).
30. NO DEMOLITION TO OCCUR PRIOR TO PRE -CONSTRUCTION MEETING.
31. CONSTRUCTION ENTRANCE TRACK OUT MUST BE CONTROLLED DURING ALL PHASES OF
CONSTRUCTION. IF CONSTRUCTION ENTRANCES PROVE INSUFFICIENT, ATIRE WASH MAY BE
REQUIRED.
32. REMOVE SURFACE SEDIMENT FOR CURB INLETS AFTER EVER RAINFALL AND AS IT
ACCUMULATES FROM STREET WASHING.
GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIME
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
IN LENGTH AND ARE NOT
3:1
7 DAYS
STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
7-DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH
NONE (EXCEPT FOR
SLOPES FLATTER THAN
14 DAYS
PERIMETERS AND HOW
4:1
ZONES)
TOTAL DISTURBED
AREA = 13.50 AC.
CONSTRUCTION SEQUENCE - STAGE
ENFORCEMENT NOTE 1: FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT IN
ENFORCEMENT ACTIONS, INCLUDING BUT NOT LIMITED TO CIVIL PENALTIES, INJUNCTIVE RELIEF,
CRIMINAL PENALTIES, AND PERMIT REVOCATION. ADDITIONALLY, OFF -SITE SEDIMENTATION
DISCHARGE MAY RESULT IN RESTORATION REQUIREMENTS.
ENFORCEMENT NOTE 2: IF EXCESSIVE SEDIMENT IS LEAVING THE SITE, A REVISED SEDIMENT AND
EROSION CONTROL PLAN MAY BE REQUIRED, WITH ASSOCIATED REQUIREMENTS FOR
ADDITIONAL S&E MEASURES.
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE
ENGINEERING DEPARTMENT, DRIVEWAY PERMIT FROM NCDOT, AND OTHER APPLICABLE
PERMITS AND KEEP HARD -COPIES POSTED ON -SITE.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL
INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL
MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND
DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO
FINE.
3. UPON APPROVAL FROM NCDOT INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE AND
ASSOCIATED MEASURES PER CONSTRUCTION DRAWINGS AND NCDOT STANDARDS.
4. INSTALL TREE PROTECTION FENCING ALONG THE LIMITS OF DISTURBANCE AS SHOWN
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
5. INSTALL PERIMETER MEASURES INCLUDING, BUT NOT LIMITED TO, SILT FENCE (STANDARD
AND HIGH HAZARD) AND SILT FENCE OUTLETS CLEARING ONLY AS NECESSARY TO INSTALL
THESE DEVICES. CONTRACTOR TO INSTALL ADDITIONAL STONE SILT FENCE OUTLETS AS
REQUIRED AROUND THE SITE PERIMETER TO RELIEVE PRESSURE FROM THE SILT FENCE AS
DIRECTED BY THE INSPECTOR OR AS A RESULT OF CONSTRUCTION CONDITIONS.
6. CLEAR AREA REQUIRED TO INSTALL THE PROPOSED SEDIMENT BASIN.
7. INSTALL THE PROPOSED SKIMMER BASIN AND IT'S RESPECTIVE FEATURES INCLUDING
SKIMMER, POROUS BAFFLES, AND SLOPE MATTING.
8. THE EXCAVATED MATERIAL FROM THE BASIN AREA SHALL BE USED AS FILL FOR THE
SANITARY AND STORM SEWER INSTALLATIONS.
9. INSTALL THE PERMANENT RISER AND RESPECTIVE DISCHARGE PIPE AS SHOWN TO ALLOW
FOR FUTURE BMP CONVERSION IN STAGE II.
10. INSTALLTHE TEMPORARY PIPE SLOPE DRAINS AND THEIR ASSOCIATED RIP -RAP APRONS AS
SHOWN.
11. INSTALL THE TEMPORARY DIVERSIONS SHOWN ON THESE PLANS AND PROVIDE THE
NECESSARY CHECK DAMS AS SHOWN.
12. INSTALL THE STORMWATER BYPASS LINE AS SHOWN ON SHEET C6.00. REFER TO THE
GRADING AND STORM DRAINAGE PLANS FOR THE DETAILED DESIGN OF THE PROPOSED
STORM SEWER SYSTEM.
13. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
14. ALL AREAS THAT WILL GO UNWORKED FOR 14 DAYS OR MORE MUST BE STABILIZED
IMMEDIATELY. STABILIZATION STANDARDS SHOULD BE MAINTAINED THROUGHOUT THE
CONSTRUCTION PROCESS.
15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, THE U.S. DEPT. OF
AGRICULTURE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
16. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE
GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. LIMIT CLEARING AND
GRUBBING OF SITE TO AREAS THAT WILL BE MASS GRADED. WHENEVER POSSIBLE, EXISTING
VEGETATION SHALL REMAIN IN -PLACE TO PREVENT EROSION OF SITE.
CONSTRUCTION SEQUENCE - STAGE II
1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES. INSPECT MEASURES ONCE PER WEEK AND AFTER
EACH RAINFALL.
2. CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR TO
COMMENCING WITH THE MASS GRADING OF THE SITE.
3. BEGIN MASS GRADING ACTIVITIES.
4. RUNOFF FROM THE PROPOSED BUILDING PAD AREAS, AND OTHER RELATIVELY LEVEL AREAS
SHOULD NOT BE ALLOWED TO SHEET FLOW OVER FILL SLOPES. DURING THE FILL
PLACEMENT PROCESS THE CONTRACTOR SHOULD MAINTAIN DIVERSIONS ALONG THE TOP
OF FILL SLOPES WHICH SHOULD DRAIN TO SLOPE DRAINS. THESE MEASURES SHOULD
REMAIN IN PLACE UNTIL THE FILL SLOPES HAVE BEEN ADEQUATELY STABILIZED WITH
ESTABLISHED VEGETATION.
5. BEGIN THE INSTALLATION OF THE PROPOSED SANITARY SEWER TO ALLOW FOR THE
REMOVAL OF THE EXISTING SANITARY SEWER MAIN.
6. THE SANITARY SEWER RELOCATION MUST BE COMPLETED, TESTED, AND MADE ACTIVE
PRIOR TO THE REMOVAL OF THE EXISTING MAIN. REFER TO THE CLT WTR PLANS FOR THIS
PROJECT FOR ADDITIONAL DETAILS.
7. REMOVE THE EXISTING SANITARY SEWER UPON DIRECTION FROM CLT WTR.
8. FOLLOWING REMOVAL OF THE EXISTING SEWER MAIN THE CONTRACTOR SHALL EXPAND
THE DAM OF THE BASIN TO THE FINAL LOCATION AS SHOWN ON THE GRADING PLAN. THE
CONTRACTOR SHALL NOT ALLOW A BREACH OF THE STAGE 1 DAM UNTIL THE FINAL DAM
LOCATION IS CONSTRUCTED TO PREVENT ANY SEDIMENT DISCHARGE.
9. CONSTRUCTION OF STREETS AND UTILITIES SHALL PROCEED AS CONSTRUCTION ALLOWS.
UTILITIES TO BE COMPLETED AND INSPECTED.
10. INSTALL INLET PROTECTION, AND OTHER MEASURES, AS SHOWN AS THE PROPOSED STORM
SEWER SYSTEM IS INSTALLED. WHEN APPLICABLE THE CONTRACTOR SHOULD MINIMIZE THE
DISTURBANCE ALLOWED AT ONE TIME TO THE GREATEST EXTENT PRACTICAL.
11. STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL GRADE.
12. SKIMMER BASIN A IS TO REMAIN ACTIVE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED. THE CONTRACTOR SHALL THEN CONTACT THE INSPECTOR TO DETERMINE
IF THE BASIN CAN BE CONVERTED TO THE PERMANENT STORMWATER CONTROL MEASURE.
UPON APPROVAL THE CONTRACTOR SHALL CONVERT THE BASIN TO THE PERMANENT
CONTROL MEASURE. REFER TO THE C9 SERIES SHEETS.
13. ALL AREAS THAT WILL GO UNWORKED FOR 14 DAYS OR MORE MUST BE STABILIZED
IMMEDIATELY. STABILIZATION STANDARDS SHOULD BE MAINTAINED THROUGHOUT THE
CONSTRUCTION PROCESS.
14. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.
C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF
AGRICULTURE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
15. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CALLED TO CONDUCT INSPECTIONS ON
STORM DRAINAGE, SIDEWALKS, DRIVEWAY IMPROVEMENTS, AND ALL ASPECTS OF ROAD
CONSTRUCTION.
16. WHEN VEGETATION IS ESTABLISHED, CALL FOR SITE INSPECTION, IF THE SITE IS APPROVED
THE CONTRACTOR MAY REMOVE THE IN -PLACE E&SC MEASURES.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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91168
REVISIONS
NO.
DATE
1
08.22.2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10.2020
PERMIT COMMENTS
6
01. 16.2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME
ALL19000-N1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
NTS
DATE
06. 18. 2019
SHEET
PROJECT NOTES
FINAL DRAWING - RELEASED FOR CONSTRUCTION
C0601

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VICINITY MAP
N.T.S.
OBAN PASSAGE DRIVE-\
(60' PUBLIC R/W) /
(MB 48/13) /
(MB 48/980) v
(EXCEPTION #31)
SSMH #17 CB
RIM=606.54 RI 599.07
INV.IN=596.84 \ CB 2INV N: 591.57
INV OUT=596 44 \ Q RIM:603.29 INV. OUT: 591.47
\ �s INV.IN: 597.29
TRANSFORMER J\ Q INV.OUT: 623.3 SSMH #19
FIBER BOX TELE 605 I / RIM=600.42
REBAR �` INV.IN=589.77
(FOUND) v� INV.OUT=589.57
REBAR 1 5�O!`L \\ i so CB \' RIM:599.93
(FOUND) �0 �°' ��\\\\` 42' RCP RIM:600.18
\ INV.OUT:596.43
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
EXISTING
/-SILVER CRESCENT DRIVE
(61' PUBLIC R/W)
(MB 48/980)
(EXCEPTION #31)
FENCE INSTALLED AFTER
INITIAL FIELDWORK
FES ELEV.: 590.55'
- ELEV.: 594.8'
ELEV.: 594.3'
SPILLWAY
STORM WATER DETENTION EASEMErl
(MB 43/329) /
(EXCEPTION #16)
SSMH #18
PROPERTY BOUNDARY /00e //�/ \ RIM=601.47
INV.IN=591.17
WALL I.NV.OUT=591.37 all _ ss -_ / / ' ) \\ /
��/ // /o/% ✓ ) II\\1 i IN 509394.8REAR 71D)
BENT REBAR - _�� E 1422697.55
(FOUND) / Y Y Y Y \ �T _ i C�P \ }1 Q / / INV OUT:586.06' / \\\`` CF: 0.99984889
YYY-I �l\ SSMH #15 1( I f Il\\\ (N CSPC; NAD83)
SNOW OR FORMERLY. / - Y Y Y Y Y Y Y Y Y Y Y \ �, / \ %= \ \ ti / / / //, RIM=591.48
Y Y Y Y ///// NV.N=582.68'/,/� 6 1I // POWER POLE
SHLP GRAMERCY SQUARE AT \\ �. 'G I - --( \ // �/j/; INV.OUT=582.48 \ 2pl lllll�/ (TYP.)
AYRSLEY LLC C/O FELLERS, / Y /Y Y Y �'� Y _ Y Y Y Y \1NV IN:591.27 Y �` -/ j// %� _IIII III° I
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DB 25679/773 _ YYY///" I ZONING: MUDD-0 (MIXED USE) p�� �,��/ / y / Y Y Y ` Y Y Y/Y� ^ Illo GUARD RA1 % �// /
USE:MULTI-FAMILY RESIDENTIALJ`Y Y Y Y Y Y /� `\ )/
Y�WETLAND r1CRFA Y Y Y " -' Y 1 Y; Y Y ` '- - - / END OF PAVEME ///�\
NEATI!D 4Y WCADAM!' , Y Y Y YY \ Y Y Y Y�- \ \ �/ /// / / � CB// /�/�
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30" CURB &
TREAsf/xGUTTER (TYP.)
15' SANITARY SEWER EASEMENT`_;SIP (DB 22753/488) \(EXCEPTION #41)
S�20' PERMANENT DETENTION �/§EASEMENT (DB 20094/879) S-SWkI. #12 L
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SSMH #20 APPROXIMATE LOCATION - - - _ \\ \ \ \ \\ \
RIM=626.80 DEED ILLEGIBLE \ \ \ -=� / I I // 1NOUT5--5s9i0 �\ \\�- / -/ /l / l / \\�\\\\\ �\
W I N D S H I R E LANE (EXCEPTION #38) \ \ I (/ \ \ \�\� _ _ - �2Es 1 / \\ \\\\ I ROCK FILL AREA
INV.IN(N) 616.80 PRIVATE DRIVE \� IRRE SS ��5 B„ SS ` I I EASEMENT
INV.IN(W)=616.80 TERAl I c�F� / III / I I\ \ \\ \ -�S�Q - / �/ L / / \\\ \� \\\\\\\\\\\\\\ \- - (I 1 I
INV.OUT=616.65 P L09 22 \ \ s / / \ \ �\ _ -� \ (\ \ \ I I I (DB 10545/341)
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(TYP.)(TYP.) z////
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EXISTING CONDITIONS LEGEND
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EXISTING IRON PIPE
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IRON PIPE SET
A
CALCULATED POINT
®
BORE HOLE
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SANITARY SEWER MANHOLE
©
SANITARY SEWER CLEANOUT
X
WATER VALVE
®
WATER METER
FIRE HYDRANT
0
TELEPHONE PEDESTAL
�T
TELEPHONE MANHOLE
❑E
ELECTRIC BOX
LIGHT POLE
POWER POLE
GUY WIRE
Ii
CURB INLET
0
STORM DRAINAGE MANHOLE
❑
YARD INLET
®
FIBER OPTIC MARKER
FIBER OPTIC VAULT
-�
SIGN
STORM DRAIN PIPE
SD
OVERHEAD UTILITY LINES
OU
WATER LINE
W
SANITARY SEWER LINE
SS
TELEPHONE LINE
T
GAS LINE
G
UNDERGROUND ELECTRIC
LIE
UNDERGROUND TELEPHONE
UT
UNDERGROUND FIBER OPTIC
FO
-X X-
FENCE LINE
TREE LINE
SIP \ \ / \ Q / .; / / % / RIM=610.12 / / / - _ \ \ II \ - / / / / / / / / \ \ L z1 I 1 -NOW OR FORMERLY-
/ /� // \ \ \ \ I ( �\ \ PR_ ro
INV.IN=6o3.62 J / / 1( A \ I 1\\ LIBERTY PROPERTY LP
/ WALL INV.OUT=603.47 - I\II� DB 27007/437
WALK \ / ss REB ; ' / J / / / //// / \ �,� \ \ I 1 1 I �I 1 II \ / / / / // J / IIII \\ \ \ I I fl / / 1\� ZONING: I-2 (HEAVY INDUSTRIAL)
(FOUND) I ELEV.: / / / \ \ J / / / / / / _ _ J / �/� \ \ \ I I I I IIII 11 IIII I \ / / / \ \ lI l I ) 1� / \ I +�
24" cuR6 & \ �. ,' / 608.24'/ / / / %// //� \ �\ I I I III u \ / I _ / I I I / /� \` 1 USE: INDUSTRIAL
GUTTER \ 54" RCP ;� / Ss \ / / / / / / �// \ \ \ I I III I �� ^ I I / / / / / - �- - I I III / / o
rxr OUTLET \ / \ / / / _// / ��. I I I I III / I _ J I 1 I r \ 1
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TOP: 620.00' \ \ / - ` \ / / / /// \ \ I I I I I I III III I I I I -
50 / / ��/ \ I I III 11� ICI\
f SSMH #8 \ Al\ / / / / / / / / \ \ I / / I
THROAT:617.48' \ \ RIM=623.05\ / \ % �� / / / / \ \ / / / / / / /� \ \ I I I I I IE �' ' 1 \
12"INV.IN: 614.45' \� INV.IN N)�a61-3-. 8„ \ _ - ?C�� _ / / / \ / �/ / / % ✓ f i i \ o
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INV.OUT=606.09 1 11 (/ / / ^\\ \\I\ l III 11L/I/ / // \ \ 1 / / /J % I 1 I 1 I I // // //// // / // // / Imo -EASEMENT PER
\ A-- p��,,_ / \ \ _ / // // // I DB 10545 335
12" WATER LINE \ \\\ / - - I I 1 1 1 / Io,5\ \,III - \I1 \1 i/ // / \ / / / I I I I I I \ II - \ / / / / / / / / / - EXCEPTION #„
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I I MARKED COMMUNICATION, I1 /
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RIM=621.67 o
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INV.OUT) 614.47 \ �// / w \ / ( / I ` / �I OVERHEAD LINES
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UNDERGROUND UTILITIES \ \ \ \ \ I I ( � \ / / / �/ / /
\ _ _ J I I o / / NOT MARKED IN THIS / / / \ \ I \ - / / LIBERTY PROPERTY LP
ZONING: MUDD-0 (MIXED S�\ 1 I I \ I / / / \ I \ \ \ I I °l / / / IO / / �' / 8 DB 27007 443
\ � I) I I 11 1111 >//i-�` / / AREA DUE TO EXISTING N cNn I I / / / / / ' / / - - I ZONING: I-2 (HEAVY INDUSTRIAL
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MARKED I 2.5' WATERLINE EASEMENT
(DB 22465/231)! // (TYP.)(60,PUBLIC R W) A
LINES /(MB43/329) REBAR (FOUND)
)
IN 508715.88MARKED(EXCEPTION #16) ELECTRIC LINE E 1423054.07
EDGE OF WOODS ELEV.:
OVERHEAD LINES I I i I I I IIII (NCSPC 9NAD83)
.
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\ \\ II/ / /\ / _--- ( 5� \\\�/ / / ) \ \ // \-�_i/ 62/ o/ GUY WIRE (TYP.)
\ 618.52' ,i --,GUY WIRE TYP. \� 63 \ \ \ / / / S66'55'23"W 831.50' / / / / / 0 r/ /i I
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SIGN o POWER POLE - - - -'-1- i i' - \ \ \
\� EDGE OF PAVEMENT � �� V� CB S22'55'13"E 59.99 (TIE)' BENT REBAR! �c _ PIONEER AVE (TYP.) INV OUT: 625.41' �11� s R3 � CONC. WALK ho \ 6�S \ \ \ \ � /
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RIM:628.82 I (FOUND) \
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INV.IN(W)=615.45 SDMH #27 \\ WATER VAULT (TYP.)
INV.OUT=615.25 RIM:631.17 OVERHEAD LINES
YARD INLET I I END OF PUBLIC R/W -NOW OR FORMERLY -EASEMENT PER OVERHEAD LINES
30" CURB & REEP-LRC INDUSTRIAL LLC
INV. NOT ACCESSIBLE SDMH #26 I _ I MB 36/782 DB 10545/329 tj
(HEAVY IN
RIM:628.85 EXISTING I I I REBAR (FOUND) GUTTER (TYP.) DB (EXCEPTION #10)
CONTINENTAL BL CONC. SWALE
D END CONC. WALK ZONING: I-2 (HEAVY INDUSTRIAL)
USE: INDUSTRIAL
NC GRID (NAD83)
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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�.1 A49168- 1e-&i
REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
ALL-19000
ALL19000-XC1
BGP
JBW
1'. = 50,
06. 18. 2019
EXISTING CONDITIONS
C1600

SOLID WASTE NOTE:
DUMPSTER/COMPACTOR AND RECYCLING SPACE MUST BE SET ASIDE IF
THERE ARE 12 OR MORE TOTAL SINGLE-FAMILY ATTACHED/MULTIFAMILY
UNITS WITHIN THE DEVELOPMENT. THE CITY WILL PROVIDE
DUMPSTER/COMPACTOR SERVICE TO YOUR DEVELOPMENT IF YOU ELECT
TO RECEIVE CITY PROVIDED SERVICE. THE DEVELOPMENT IS RESPONSIBLE
FOR LEASING OR PURCHASING A DUMPSTER(S)/COMPACTOR FROM
VENDOR OF CHOICE. IF YOU DO NOT WISH TO RECEIVE DUMPSTER SERVICE
BY THE CITY, THEN PRIVATE HAULERS ARE AVAILABLE TO PROVIDE PRIVATE
ROLLOUT COLLECTION SERVICE TO YOUR DEVELOPMENT. ANY
RETAIL/OFFICE SPACE WITHIN DEVELOPMENT MUST HAVE SEPARATE
TRASH AND RECYCLING COLLECTION SERVICES, IT CANNOT BE COMBINED
WITH RESIDENTIAL GARBAGE AND RECYCLING.
SITE DATA
ACCESSIBILITY NOTE:
1. ACCESSIBLE ROUTE DEPICTED ON PLANS SHALL HAVE A
MAXIMUM CROSS SLOPE OF 2%AND RUNNING SLOPE OF 5%
UNLESS HANDRAILS ARE PROVIDED. IF HANDRAILS ARE
PROVIDED THE RUNNING SLOPE MAY INCREASE TO A MAXIMUM
OF 8.33% SLOPE.
2. 5% OF TOTAL BIKE STORAGE LOCATIONS WILL BE PROVIDED
WITH 3011X48" CLEAR FLOOR SPACE ADJACENT TO THE SPACE.
GENERAL NOTE:
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
mmma
EXISTING
SILVER CRESCENT DRIVE
(61' PUBLIC R/W)
(MB 48/980)
(EXCEPTION #31)
Know what's below.
Call before you dig.
SITE LEGEND
�- SIGNAGE
YARD LIGHTS
MB 48 980 PAINT STRIPING PER / / "�j, 20' PERIMETER PARKING SETBACK
( / ) ETAIL PROVIDED 0 6 / A9• / (PER MUDD AND REZONING / LIGHT POLE
(EXCEPTION #31) �\ SHEET C8.01 / PETITION #2005-153)
TRANSFORMER \ `Q STORM WATER DETENTION EASE�viElyY ' POWER POLE
8" WHITE GORE LINE I 2 (MB 43/329)
FIBER BOX TELE` \ ` / / / 6 �/ /� /� (EXCEPTION #16) �/ / TRAFFIC DIRECTIONAL ARROW
REBAR ` \ 12" WHITE TRANSVERSE
S / ACC ACCESSIBLE PARKING STALL
(FOUND) LINE (TYP.) � I // \pF� / ' /
REBAR 1 5�O �`L \ 20' MI 6 j �Ol / ��/ 15' SANITARY SEWER EASEMENT VAN VAN ACCESSIBLE PARKING STALL
(FOUND) �� k�. ` ` \ 0 5 \ (J�� / / (EDXCEPTIONg #32)38)
XX PARKING SPACE COUNT
PROPERTY BOUNDARY I / / / _
� \ � �� / �� � ACCESSIBLE RAMPS
WALL
IN, / TYPE TYPE B TYPE C
SNOW OR FORMERLY i �_ _ \ `� - I N 509394.87 REBAR (FOUND) �
SHLP GRAMERCY SQUARE AT BENT REBAR / \
AYRSLEY LLC FELLERS, C O (FOUND) / ��,` LL \ _ /' \ ' / `r E 1422697.55 000000004 ACCESSIBLE ROUTE
/ / �� CF: 0.99984889
SCHEWE, SCOTT, & ROBERTS, INC / W \ \ \ ` 9\ / \ �� I (NCSPC; NAD83)
AD ACCESSIBLE UNIT
DB 25679/773 / / �� \ / 1
ZONING:MUDD-O (MIXED USE) o� ��` LL LL Iv'"� 7'/ I I POWER POLE
USE: MULTI -FAMILY RESIDENTIAL j/ / /� LL� �-� -� "� ¢ - - �- \ _ I (TYP.) - - PROPERTY LINE
- - - RIGHT-OF-WAY LINE
SIP NATURAL AREA t0.53 _ LOT LINE
/,- J`� �/ �\ EASEMENT LINE
i
ONTAINER PER 80 UNITS / / WETLAND �\ . - -
1
F CONTAINERS (336 UNITS) i / / �l�&LIN IATI!D QY MCADAM!�LL • LL
tBGTNEERING - z �/i / _ I I CENTERLINE
JOB NO;_-ALI-10060 / / 7 �_ O
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(FOUND) _ / / / O/ i / aa���/ i� \\ I I
_ I I I ASPHALT PAVEMENT
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4jh \� PROPERTY BOUNDARY °
/ -� / �_�' 9 -N- s O • °. CONCRETE SIDEWALK
5WIDE ASPHALT TRAIL
�� STR, �-` / ��� ` �> •, O I 30" CURB & °
SIP '�--� / o x_ GUTTER (TYP.)
NATURAL AREA
Q
20' PERMANENT DETENTION / / / - •� VARIABLE WIDTH CHARLOTTE
EASEMENT 20094 879 DB NATURAL AREA ±1.80 AC
( / ) I \ 11` - - � � % WATER EASEMENT "
APPROXIMATE LOCATION
DEED ILLEGIBLE \ \ \ di ;dT-��_-�a'� ' SILVER CRESCENT DRIVE e a ' ; 0
W I N DSH I RE LANE (EXCEPTION #38) \ \ 1 1 �� (72' PUBLIC R/W) i / .VAN URBAN OPEN SPACE
PRIVATE DRIVE \ 1 I I / / LEASING I
EXISTING ti� /' \ I I S I I i / // CLUBHOUSE �° o
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<o ENTRANCE I �°� I / MEASURE . - /
h / J I ACCESS EASEMENT (TYP.)
\ WALK (60 PUBLIC R/W) ti / / I I 24' STORM ,
1 (MB 48/13)^0 / / j I / ��� ___ DRAIN EASEMEN s El
❑ ❑ e
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(EXCEPTION #23) / j /.,� / '//� // I I - L z 1y
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/ 8323, TRANSFORMER (FOUND) / / /� / - I
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(TYP.) 1� /'" / S/c��� i c SANITARY SEW EASEMENT EASEMENT (DESIGN BY OTHERS) 0 1
FORMERLY -
SIP 1 �o o/ j �/ , j ��j� c --- ----��-------------- PRIVATE STREET ------------------ ---_ �D I BY S) I POWER POLE
/ c ±Lflifec
Acc vAN _ I (TYP.)
J�/_ c / U BAN 0 E
/ / o / ` • ' - w e IE M
726SPAC F LIBEORT OR PROPERTY LP
❑ 'Q c 1\\ DB 27007/437
_ - ---- -. WALK J oR; P
I � P�V55!!""�y�� a> �' �--------- - ❑ I go 0 0 1\\ ZONING: I-2 (HEAVY INDUSTRIAL)
24" CURB & / �� �`� 20' STORM y
v 1 \\ USE: INDUSTRIAL
WALL GUTTER \� \ �� / i ' •'• i� DRAIN EASEMENT a ❑ AGF 0 Z cmi o
\ �/ / / RASH FACTO _ O 0 �' 1 -
' BUILDING j0 � 1 -
TOP OF BANK 9 (DES(3N BY OTF S i� < CARRIAGE ❑ a ` 0VA" < m, o \I
D z
\ -�- / , / ECYCLING AREA ,� BUILDING S O -1 z 1
(DESIGN OTHERS) >� �/ 2' R/ rTl 0 G7
ACC
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ACC
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RETAINING WALL BISHOPS PARK DRIVE 01d �� V•0 Ci III
(DESIGN BY OTHERS) (72' PUBLIC R/W) N ` ARRIACD
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Acc.. a I UILDIN 1
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9 JL
I �
2.5' WATERLINE EASE ENT •. / ❑ VARIABLE WIDTH CHARLOTTE I BUILDING 0 I = If -EASEMENT PER
1 I DEBCEPT ON 10545 335
(DB 22465/231) o� BUILDING WATER EASEMENT I I ` V O ecc ' 0
c i TO BE ABANDONED AS 7ART\ Q I I #11
I I OF THIS PROJECT ® 4 i- I I /�i vM
o BUILDING
n
a' I VARIABLE WIDTH CHARLOTTP o
X I WATER EASEMENT O - ra
\ ' ❑ 0 OVERHEAD LINES
-NOW OR FORMERLY Ld
Y
0
BY HOLDINGS I 9 \ ••\\ I d l V 0 I
DB 11247 703
ZONING: MUDD-0 (MIXED USE) N I ` • ` " 1 1
USE: VACANT I . I nl Ill
I \ ACC ACC ACC VAN VAN ACC C RCC
1
m I 3 s ARRIA -NOW OR FORMERLY-
ROPERTY
Z ' BON N ER BRIDGE CT. ' ► 72' R/W - e UILDIN 8 LIBERTYDB 27007/443
wLP
l
w l (71' PUBLIC R/W) 0 1 ' ` I nl I11 I ZONING: I(HEAVY INDUSTRIAL)
cn . 1 �! USE: INDUSTRIAL
I
W I ' ❑❑
EXISTING W I C C c7c CI I
I I Ir - 0
PIONEER AVE (S.R. 1318) N' I
} c C Q • a . EX. PVT. FIRE HYDRANT
(60' PUBLIC R/W) Q I ' I I 1 (TYP.)
(MB 43/329) Z - SYCAMORE GARDENS LN - < I REBAR (FOUND)
,.
(EXCEPTION #16) `� I I (PRIVATE STREET) I N 508715.884.0
PIONEER AVE IS A PRIVATE STREET �N • I CARRIAGE a - ` I E 1423054.07
EDGE OF WOODS I I PRIVATE PROPERTY. THE PROPOSED I I BUILDING CF: 4889
LO
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o
OVERHEAD LINES PUBLIC SIDEWALK CANNOT BE TIED (NCSPC; ❑ al O . I ,
INTO EXISTING PRIVATE SIDEWALK C; NAD83) N
I RETAINING WALL 20' PERIMETER PARKING SETBACK . RETAINING WALL POWER POLE WITH
POWER POLE WITH 9 SIP (DESIGN BY OTHERS) (PER MUDD AND REZONING PETITION #2005-153) (DESIGN BY OTHERS) adl�y GUY WIRE (TYP.)
GUY WIRE TYP. S66'55'23"W 831.50' I
- - - _T�r� - - - �� - - - JI JI JI JI JI JI JI I JI JI JI 1 Al -
I A# -_ sr - 6� - i �T �r - e� a �r - ed - - S224017 E4.14 (TIE)
OVERHEAD LINES r- LD - - - - - - - - -
_SIGN S67-00'36"W 831.47' (TIE) BENT REBAR
--- -, o `------ --- ----, -�--! ====-- ----o (FOUND)
---
L- oG -- ---- - --------- - - '' S23'04'37"E 2.8T (TIE) - - ��
EDGE OF PAVEMENT TIE PROPOSED SIDEWALK INTO 01 01 BENT REBAR (FOUND) EXISTING POWER POLE 5' CONC. WALK �0 0 /
EXISTING SIDEWALK S22.55'13"E 59.99 (TIE)' (TYP.) \ - - - - _ APPARENT GAP
PIONEER AVE 30" CURB &GUTTER (TYP.)
- - - - - - s END OF PUBLIC R/W (PRIVATE ACCESS)
- - - - - - - - - - - - 6-� MB 36/782 - J NC GRID (NAD83)
CONC. SWALE
REBAR (FOUND) LINES RE -NOW OR FORMERLY -
OVERHEAD GRAPHIC SCALE
`\ I EP-LRC INDUSTRIAL LLC PER OVERHEAD LINES 0 25 50 ioa
30" CURB & DB 29175/261 DB MENT 545/329
EXISTING I .. I GUTTER (TYP.) ZONING: USE: 1-2 (INDUSTRIALHEAVY USTRIAL) (EXCEPTION #10)
EX5' CONC. WALK 1 inch = 50 ft.
CONTINENTAL B LV . . FINAL DRAWING - RELEASED FOR CONSTRUCTION
OWNER: BROADSTONE AYRSLEY, LLC
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NC 28207
8
PREPARED BY: MCADAMS COMPANY (BRANDON PLUNKETT)
3430TORINGDON WAY, SUITE 110
CHARLOTTE, NC 28277
704-527-0800
[e-mail]
TAX ID NUMBERS: 20309139
TOTAL SITE ACREAGE: ±22.013 AC
SITE ACREAGE AS PART OF THIS DEVELOPMENT:
±14.74 AC (INCLUDES PROPOSED ROW)
ZONING:
MUDD-0 (REZONING PETITION - 2005-153)
CURRENT USE:
VACANT
PROPOSED USE:
MULTI -FAMILY (APARTMENTS)
SETBACKS:
PUBLIC STREETS
14 FT FROM PROPOSED BOC
SIDE YARD:
NONE, 10 FT BUILDING SEPARATION
REAR YARD:
NONE, 10 FT BUILDING SEPARATION
MAXIMUM BUILDING HEIGHT ALLOWED:
120 FT
MAXIMUM BUILDING HEIGHT PROPOSED:
48 FT
MAXIMUM RESIDENTIAL UNITS ALLOWED:
1,605 UNITS (REZONING PETITION - 2005-153)
PROPOSED RESIDENTIAL UNITS:
320 UNITS
RESIDENTIAL UNITS TO DATE INCLUDING PROPOSED:
1,317 UNITS (997 EXISTING UNITS)
GROSS BUILDING AREA (SF):
455,354 SF (SEE ARCH PLANS FOR ADDITIONAL DETAIL)
MINIMUM BUILDING SEPARATION REQUIRED:
1 10 FT
MINIMUM BUILDING SEPARATION PROPOSED: 30 FT
MINIMUM REQUIRED PARKING RATIO:
1.0 SPACES PER UNIT
MINIMUM REQUIRED PARKING SPACES:
PROPOSED TOTAL PARKING SPACES:
483 SPACES 8
PROPOSED COMPACT SPACES INCLUDED IN TOTAL :
155 SPAC o OTAL)
MINIMUM REQUIRED HC SPACES:
9 SPACES
PROPOSED HC PARKING SPACES INCLUDED IN TOTAL
22 SPACES
MINIMUM HC VAN SPACES:
2 SPACES
PROPOSED HC VAN SPACES INCLUDED IN TOTAL :
7 SPACES
REQUIRED LOADING SPACE:
1 (101X251) SPACE PROVIDED
REQUIRED SHORT-TERM BICYCLE SPACES:
16 SPACES (1 SPACE/20 UNITS)
PROPOSED SHORT-TERM BICYCLE SPACES: 16 SPACES
REQUIRED TREE SAVE AREA:
NA, PROTECT 8" TREES WITHIN SETBACK AT PUBLIC ROW
REQUIRED NATURAL AREA:
1.47 AC, 10% OF SITE (GREATER THAN 50% BUA)
PROPOSED NATURAL AREA:
2.33 AC
REQUIRED URBAN OPEN SPACE:
3150 SF (1 SF/100 SF)
PROPOSED URBAN OPEN SPACE:
3150 SF
SOLID WASTE AREA REQUIRED:
1x8 CY DUMPSTER PER 30 UNITS
OR 1x8 CY COMPACTOR PER 90 UNITS
SOLID WASTE AREA PROVIDED:
(4) - 1x8 CY COMPACTORS (336 UNITS)
RECYCLING AREA REQUIRED:
1x144 SF C
RECYCLING AREA PROVIDED:
(5) - 1x144 S
1. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND.
PROJECT COMPLETION SCHEDULE;
BUILDINGS: ANTICIPATED COMPLETION: / \
RESIDENTIAL JANUARY 2021 /
AMENITIES JANUARY 2021
OBAN PASSAGE DRIVE
(60' PUBLIC R/W) GUTTER
RB &
(MB 48/13) /
4o
FENCE INSTALLED AFTER
INITIAL FIELDWORK
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-OAS1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
111 = 50'
DATE
06. 18. 2019
SHEET
OVERALL SITE PLAN
C2.00

EXISTING
SILVER CRESCENT DRIVE
ALL CONSTRUCTION SHALL BE IN
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
(61' PUBLIC R/W)
ACCORDANCE WITH THE CURRENT CITY
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
(MB 48/980)
OF CHARLOTTE LAND DEVELOPMENT
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
,
(EXCEPTION #31)
STANDARDS MANUAL
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THE OW OCATOR ERVICES INDEPENDENT OF "NC811"
�/' / EPOR�NY DISC 5PANCIES TO THE ENGINEER IMMEDIATELY.
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10.35E (TYP.) FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-S1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1" = 20'
DATE
06. 18. 2019
SHEET
SITE PLAN - NE
C2.01

ALL CONSTRUCTION SHALL BE IN CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
ACCORDANCE WITH THE CURRENT CITY LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OF CHARLOTTE LAND DEVELOPMENT OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
STANDARDS MANUAL CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811"
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25 MPH SPEED LIMIT SIGN 3'
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CURB AND GUTTER AT CATCH
n 6
I PER MUTCD R2-1 (TYP.)
BASINS (TYP.)v
1
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°
v 6
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4
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v
STOP SIGN (TYP.)
°
13 i- 8.5'
n 6
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u'•
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PAVEMENT MARKING SHALL BE
v
v
4" WHITE PAINT FOR ALL
Q°�`' C) 1
10'x10' PEDESTRIAN SIGHT STANDARD PARKING SPACES
10'X25' LOADING SPACE /
°
TRIANGLE (TYP.) PER CLDSM 50.09A i�
- - - - -
281.36' N
- - -
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S66'55'23"W
TYPE II -MODIFIED DRIVEWAY PER
I CLDSM 10.25E
/
I
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61 Ill I
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° I V-6" STANDARD CURB AND 20' PERIMETER PARKING SETBACK ou 61
r /
ST NDARD 2'6" CURB GUTTER PER CLDSM 10.17A (TO (PER MUDD AND REZONING PETITION #2005-153)RETAINING WALL
AN GUTTER PER CLDSM 10.17A BE INSTALLED OUTSIDE OF (DESIGN BY OTHERS)
° (IN�TALLED WITHIN PUBLIC ROW) PUBLIC ROW, TYP.) C14
°, cn
PR PERTY BOUNDARY ai
ER e9 9l al OR ami emi Gi 89 9l
-- -- -- - -- -- -- -- -- ---J
FUTURE ROAD STUB WITH P
BARRICADE PER CLDSM 50.07A EXISTING POWER �
AND 50.08A,B,C POLE (TYP.) �\-------____--- �/
------�- ___ ---- - - - - - - - - - - - - - '0
Fo
170
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NC GRID (NAD83)
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-S1
CHECKED BY BGP
DRAWN BY JBW
SCALE 1" = 20'
DATE 06. 18. 2019
SHEET
SITE PLAN - SE

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ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL
S66'55'23"W
TRANSF ER (TYP.) �
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
■
8.5' i FFE=614.84
M MEN
5' WI1 y /ASPHALT WALKYIG TRAIL CARRIAGE BUILDING v ° ® FFE=625.00
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v v
v v °
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° �
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\ � O 4
FFE=627.75
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WITHIN PUBLIC RO \ \
v \ °
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EXISTING POWER POLE
WITH GUY WIRE (TYP.) 06
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EXISTING
PIONEER AVE (S.R. 1318) 101
(60' PUBLIC R/W)
(MB 43/329)
(EXCEPTION #16)
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8' CONCRETE IWLK
13' PLANTING STIR
°
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24" WHI E
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o}�
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Cli 22
a0 8' PLANTING STRIP
°
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NEW NEE NEE 100 MEN MEN MEN NEW
1
BUILDING 1
O 1
1
1
° ° 1
° ' 4
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1
1
1
-SITE LEGEND
1 SIGNAGE
1
ACC ACCESSIBLE PARKING STALL
VAN VAN ACCESSIBLE PARKING STALL
RETAINING WALL WITH SAFETY RAIL XX PARKING SPACE COUNT
DESIGN BY OTHERS)1
P
� ACCESSIBLE RAMS
° ° v v° A -PER CLDSM 10.40A
TYPE Q TYPE
ACCESSIBLE UNIT
7r- - PROPERTY LINE
N66'55'23"E
409.02'
❑ L VARIABLE WIDTH CHARLOTTE
WATER EASEMENT
v
v 10 v
v
° (2) INVERTED "U" BICYCLE
RACKS PER CLDSM 50.20
(4 SPACE)
ACCESSIBLE PARKING/LOADING AND
SIGNAGE, PER CLDSM 50.10A (TYP.)
7' CONCRETE SIDEWALK AT ALL G TRUNCATED DOMES PER
HEAD IN PARKING (TYP.) - CLDSM 10.35E (TYP.)
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56.57' M
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PER CLDSM 10.17A (TO BE INSTALLED
OUTSIDE OF PUBLIC ROW, TYP.)
CARRIAGE BUILDING
I
u
PAVEMENT MARKING SHALL BE
� 1
4" WHITE PAINT FOR ALL
STANDARD PARKING SPACES
PER CLDSM 50.09A O 1 °
� 1
IQ
<�33�So
8.5' p
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MILL AND OVERLAIN + 01 PIONEER AVE o
EXISTING PAVEMENT (TYP) (PRIVATE ACCESS) 1
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EASEMENT LINE
CENTERLINE
HEAVY DUTY
ASPHALT PAVEMENT
CONCRETE SIDEWALK OR
HEAVY DUTY CONCRETE
(WHERE SPECIFIED)
WROM a
NC GRID (NAD83)
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-S1
CHECKED BY BGP
DRAWN BY JBW
SCALE 1" = 20'
DATE 06. 18. 2019
SHEET
SITE PLAN - SW
so

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ALL CONSTRUCTION SHALL BE IN CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
ACCORDANCE WITH THE CURRENT CITY LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OF CHARLOTTE LAND DEVELOPMENT OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
STANDARDS MANUAL CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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SNOW OR FORMERLY // /v- __-- SITE LEGEND
SHLP GRAMERCY SQUARE AT / V_- �
AYRSLEY LLC C/O FELLERS, / V_ / v- , `�/ V_ 1 -� SIGNAGE
SCHEWE, SCOTT, & ROBERTS, INC / / /
DB 25679/773 // / V_ V_ /// V_ V_ V 1 ACC ACCESSIBLE PARKING STALL
TP �BOANKO(TYP.) V_ VAN VAN ACCESSIBLE PARKING STALL
V_ / V_ �--�� 1 xx PARKING SPACE COUNT
-/ / \
V
V_ / / \� ACCESSIBLE RAMPS
� A -PER CLDSM 10.40A
20' PERMANENT DETENTION / % / // /�/ / V_ v- 1�\\ TYPEQ TYPE
EASEMENT (DB 20094/879) / V_
UPLAND ZONE - - APPROXIMATE LOCATION / // % V / V 1 V_ AD ACCESSIBLE UNIT
DEED ILLEGIBLE / / /- V_ V_
(EXCEPTION #38) / / // / V_ V_ V_ 1 PROPERTY LINE
yr
V_ 1
NATURAL AREA t1.80 AC J/ /' 9 1 V_ - -
/' ----�
- - � TOP OF / / / o/ LD
/ - - - - - - BANK (TYP.)
/ / 1 ---
/ STREAM
LD LD LD LD LD LD LD LD
LD
5' WIDE ASPHALT WALKING TRAIL
0 STORMWATER CONTROL
MEASURE
tio/ I I I I
1 STORMWATER CONTROL
A CESS EASEMENT
4t,
1'-6" STANDARD CURB AND
GUTTER PER CLDSM 10.17A (TO RETAINING WALL WITH
BE PUBLICROW,TYP.) (DESIGN BY INSTALLED OUTSIDE OF RAILOTHERS)
GUARDRAIL (TYP.) A A L 1
24
-------- IF--
24' STORM �� 1
DRAIN EASEMENT I 1 I
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8.5
C C C C I C C C C C/ C C C C C C �______�� - _ I ---_
PAVEMENT MARKING SHALL BE - -------- -------------------------------- -------- ----------
/ I / 4" WHITE PAINT FOR ALL
STANDARD PARKING SPACES 20' STORMWATER CONTROL L
PER CLDSM 50.09A o 4 1
o ACCESS EASEMENT
Cj 50 p0' _ I _ / _ HEAVY DUTY _ _ 360.34' _ c� _ _ _ in
2g.16• ; N ASPHALT S66'55'23"w 1 ALMA GROVE LN
G �' I PAVEMENT 30' CHARLOTTE WATER 1
C) -L-- / / SANITARY SEWER EASEMENT (PRIVATE STREET)
------------------4------------------------------------------ ---- --------------------------------- ----- ------------------
--
_
"Ln i lIq ACC ACC
- - - -
C) - - - - - - 0 00 ;- - 8.5' 0 8.5' ®
/ 4 / 23' > p
G /
/ 8.5'
VARIABLE4 WIDTH SIDEWALK Ln -�
HEAVY DUTY �� v v 4 v av ALQNG FACE QF BUf0DING 40 'T a 1
/' TOP OF / / CONCRETE �� 8 5, v
' / BANK (TYP� / TRASH COMPACTOR PAVEMENT 'n
LD (DESIGN BY OTFP�S) sr9�, ® 00 L:
/ 'k�� / i� 5 Q 7 CONCRETE SIDEWALK AT ALL
LD 1
0' _ _ - `�'�� HEAD IN PARKING (TYP.)
------------------------ ---
�.t ��' SEE SHEET C2.03 1 SEE SHEET C2.02
27 ' �_� _ 77.54'
S66'55'23"W N a BUILDING 1
20' STORM
RECYCLING AREA O 1
DRAIN EASEMENT A5 El
�� � � �� ^� 1
EASEMENT LINE
CENTERLINE
HEAVY DUTY
ASPHALT PAVEMENT
CONCRETE SIDEWALK OR
HEAVY DUTY CONCRETE
(WHERE SPECIFIED)
NATURAL AREA
URBAN OPEN SPACE
I
NC GRID (NAD83)
(DESIGN BY OTHERS) aP 8.5' FFE- 14. 1 0 10GRAPH2O0 SCALE 40
BONNER B GE CT. +} \� - 0 ENEMIES IMEN
-
' 711 P IC R W / +/ \f CARRIAGE BUILDING a ® FFE=625.00 1 inch = 20 ft.
v a ( / ) 5' WID ASPHALT WALKIN TRAIL TRUNCATED DOMES PER CLDSM v
\ �7 / 4 10.35B (TYP.) © TRA STORM R PAD (TYP.) J, FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
ALL-19000
ALL19000-S1
BGP
JBW
1" = 20'
06. 18. 2019
SITE PLAN - NW
C2.04

SOLID WASTE NOTE:
DUMPSTER/COMPACTOR AND RECYCLING SPACE MUST BE SET ASIDE IF
THERE ARE 12 OR MORE TOTAL SINGLE-FAMILY ATTACHED/MULTIFAMILY
UNITS WITHIN THE DEVELOPMENT. THE CITY WILL PROVIDE
DUMPSTER/COMPACTOR SERVICE TO YOUR DEVELOPMENT IF YOU ELECT
TO RECEIVE CITY PROVIDED SERVICE. THE DEVELOPMENT IS RESPONSIBLE
FOR LEASING OR PURCHASING A DUMPSTER(S)/COMPACTOR FROM
VENDOR OF CHOICE. IF YOU DO NOT WISH TO RECEIVE DUMPSTER SERVICE
BY THE CITY, THEN PRIVATE HAULERS ARE AVAILABLE TO PROVIDE PRIVATE
ROLLOUT COLLECTION SERVICE TO YOUR DEVELOPMENT. ANY
RETAIL/OFFICE SPACE WITHIN DEVELOPMENT MUST HAVE SEPARATE
TRASH AND RECYCLING COLLECTION SERVICES, IT CANNOT BE COMBINED
WITH RESIDENTIAL GARBAGE AND RECYCLING.
ACCESSIBILITY NOTE:
1. ACCESSIBLE ROUTE DEPICTED ON PLANS SHALL HAVE A
MAXIMUM CROSS SLOPE OF 2%AND RUNNING SLOPE OF 5%
UNLESS HANDRAILS ARE PROVIDED. IF HANDRAILS ARE
PROVIDED THE RUNNING SLOPE MAY INCREASE TO A MAXIMUM
OF 8.33% SLOPE.
2. 5% OF TOTAL BIKE STORAGE LOCATIONS WILL BE PROVIDED
WITH 30"X4811 CLEAR FLOOR SPACE ADJACENT TO THE SPACE.
GENERAL NOTE:
1. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND.
PROJECT COMPLETION SCHEDULE;
BUILDINGS: ANTICIPATED COMPLETION:
RESIDENTIAL JANUARY 2021
AMENITIES JANUARY 2021
i
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
EXISTING
/ X SILVER CRESCENT DRIVE
(61' PUBLIC R/W)
(MB 48/980)
(EXCEPTION #31)
FENCE INSTALLED AFTER
Know what's below.
Call before you dig.
SITE LEGEND
OBAN PASSAGE DRIVE SIP INITIAL FIELDWORK
` SIGNAGE
(60' PUBLIC R/W) GUTTERRB &
(MB 48/13) / S YARD LIGHTS
(MB48/980) ,�A9• // (PER MUDDTAND REZER IONINGNG ETBACK / LIGHT POLE
(EXCEPTION #31) ti PETITION #2005-153)
STORM WATER DETENTION EASEviEv__ POWER POLE
TRANSFORMER (MB 43/329) /
FIBER BOX TEL� G Q/��/ (EXCEPTION #16) ,/ / TRAFFIC DIRECTIONAL ARROW
REBAR
(FOUND)-
00 PROPERTY LINE
REBAR S`O �ti \ \ \ \ 0 6 / j �Ol / .- - - RIGHT-OF-WAY LINE
(FOUND) �� k�. \ ` azt-
- 15' SANITARY SEAF�- EASEMENT - LOT LINE
\ 9\, / •' (DB 5922/938 EASEMENT LINE
PROPERTY BOUNDARY I / /
WALL �, LL �\ CENTERLINE
SNOW OR FORMERLY- `4zzz� / I REBAR (FOUND)
HEAVY DUTY
N 509394.87
SHLP GRAMERCY SQUARE AT BENT REBAR
AYRSLEY LLC C/0 FELLERS, (FOUND) / LL LL ��LL,` LL LL LLLL LL LL LL LL \ _ \ /' \ / ' ` I E 1422697.55 ASPHALT PAVEMENT
CF: 0.99984889
SCHEWE, SCOTT, & ROBERTS, INC LL i' LL LL LL LL LL LL LL LL LL LL \ /'" �� I (NCSPC; NAD83)
DB 25679/773 LL LL LL LL/ LL LL LL LLLL LL LLLL LL LL LLLL LL LL / // / 1 a
ZONING:MUDD-0 (MIXED USE) I, POWER POLE �o LLB` LL '"� \
CONCRETE SIDEWALK
USE: MULTI -FAMILY RESIDENTIAL O/ LL LL /LL LL LL LL LL LL _LL= ��� LL� -w=LL- LL LL \ ` - / _. %/ I I (TYP.) e a e
LL LL LL LL LL LL I
gg. JQ LL LL LL LLLL LL LL\ LL LL / LL / / SIP NATURAL AREA t0.53 A
LL
NATURAL AREA
LL~'WETLAND r?CRA
[u / / LL LL 1T&LINNEiATI`D QY WCADAM SELL LL LL LLLL \ LL LL LL ��¢ °LLLL LL I
GI LEERING LL LL LL LL- LL / LL _ I
LLLL / LL LL LL LL LLJ01 NO;�vAL�L-1�060 �u�LL-LL N. LL LL LL oyQ LL �. 7 / ' o' I URBAN OPEN SPACE
BENT REBAR / \ ✓ / / LL LL LL DXTEb: V3'Z2gP] LL LL LL \
(FOUND)
��\ LL LL LL9 \ FENCE
ACCESSIBLE LEGEND
�:4 �`lti PROPERTY BOUNDARY
--- -� = ji ` LL 30" CURB & ACC ACCESSIBLE PARKING STALL
SIP / 1
1 S-- \```-- / LL A, o I X_ GUTTER (TYP.) VAN VAN ACCESSIBLE PARKING STALL
/ /x > LL / / (XXJ PARKING SPACE COUNT
20' PERMANENT DETENTION / / '4
/ NATURAL AREA f1.80 AC / 5' WIDE ASPHALT TRAIL
EASEMENT (DB 20094/879) I � 11` - _ / VARIABLE WIDTH CHARLOTTE I
APPROXIMATE LOCATION / WATER EASEMENT - 1 ACCESSIBLE RAMPS
WINDSHIRE LANE DEED ILLEGIBLE \ \ �di/�dl����_��a>� SILVER CRESCENT DRIVE ° ° , 0 I
(EXCEPTION #38) \ 1
PRIVATE DRIVE i� \
\ EXISTING
\\("�40 ENTRANCE BONNER BRIDGE COURT /
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1 (MB 47/649)�,-
o° (EXCEPTION #23)TRAN
REBAR
CATVSFORMER (FOUND) / / / /
/ 1 SIP^^ \F LIGHT` ( POLE TYP.)
WALK I RE P
WALL 24" CURB &
GUTTER \ \ 'v /
//R ASH �XiPACTO �
(DES UN BY OTF� S
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-�- / / / iftECYCLING AREA
(DESIGN OTHERS)
--------------------------- - o� _r of � �" +
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+DOG PARK AM ITY
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(DB 22465/231) °.
2.5' WATERLINE EASE ENT � /
r l o� \� •4
cv TO BE ABANDONED AS 7ART\
I I OF THIS PROJECT
al
0- VARIABLE WIDTH CHARLOTTP °
C) WATER EASEMENT
-NOW OR FORMERLY- \ \ °• \
BY HOLDINGS I I C3 \ • \
DB 11247/703 \
ZONING: MUDD-0 (MIXED USE) N I
USE: VACANT N \
rn \
o'
wl BONNER BRIDGE CT.
Ld I I (71' PUBLIC R/W)
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EXISTING of I I
3
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(60' PUBLIC R/W)
(MB 43/329) Z
<' I
(EXCEPTION #16)
EDGE OF WOODS
I I
OVERHEAD LINES I
POWER POLE WITH - 9 SIP
GUY WIRE (TYP.) T
OVERHEAD LINES LU
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L EDGE OF PAVEMENT of m °1 01 BENT RE
7 S22'55'1
------ -- - 9 END OF
Er-(W)-r MB 36/
CONC. S
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EXISTING
CONTINENTAL BLV
1 / (72' PUBLIC R/W) / ':"" I I TYPE Q TYPE © TYPE QC
! 1 1 I I I , / ° °/ LEASING/ AC: !IS A CLUBHOUSE
I ACCESSIBLE ROU
TE
RETAINING WALL STORMWATER CONTROL GROUND FLOOR
20' STORMWATER CONTROL (DESIGN BY OTHERS) FIRE HYDRANT
ACCESS EASEMENT MEASURE 24' STORM / - ; I (TYP.) ACCESSIBLE UNIT
DRAIN EASEMENT ° •
I / n �II
_ I Ilq
/ I •
/ I L • � 0 1 �1`
I �Iic
_ c c c c c c c I
ALMA GROVE I NL-----R�TAtNtNG-WAtL----- I ��
o ° 30' CHARLOTTE /WATER - --- ' • P OL DEC • GUTTER R(TYP.)
o SANITARY SEW Fy�2 EASEMENT °
_____________ (PRIVATE STREET_____ (DESIGN BY OTHERS) o
� ESI BY S) � POWER POLE
AbcTACc vAN • ' (TYP.)
o / U BAN 0 E
8 SPAC • -NOW OR FORMERLY-
' ` • ' ' ° a I • LIBERTY PROPERTY LP
0 8 1\\ DB 27007/437
El ' �� ❑ AD I 0• • • 0 o C I 1\\ ZONING: 1-2 (HEAVY INDUSTRIAL)
20' STORM •• y -0 1 \\ USE: INDUSTRIAL
DRAIN EASEMENT a ❑ AGF o o cmi O
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8 CARRIAGE ❑ • I . ADA ` m� o 1 \I
�' •'` BUILDING • O : D ? 1 1
• • I •A'C' 0 1
• • BUILDING •,
: • I ❑Ni D rM I 1 11
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0 I 1
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0 z1 1 II
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•' ACC . • Z O
RETAINING WALL BI HOPS AR DR VE :�a �� �o `i I 111
(DESIGN BY OTHERS) •••w•�w• •• ••••••••••• •••
(72 PUBLIC R/W) • • ARRIA z W 11
• I 11
• "�`" p I UILDIN 0 0 I
--- --- - --- --- -- JL I
° I I
1
BUILDING 0
Imo- EASEMENT PER
®
BUILDING ❑ • VARIABLE WIDTH CHARLOTTE I I • • I VI AD O ,� eCc . � �1 I DB 10545/335
Q • WATER EASEMENT EXCEPTION #11 I I = I
h BUILDING I nl ZN Vµ
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AD AD - 8 n �IOVERHEAD LINES
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ARRIA 1 SNOW OR FORMERLY
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007/443
i • I I • I I ZONING: 1-2 (HEAVY INDUSTRIAL)
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• I I ' o
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c c ••••••�•••w•••••••• •0• ••••• I
SYCAMORE GARDENS LN • < I REBAR (FOUND)
(PRIVATE STREET) I I N 508715
.88
E 142305.04.0
7
CARRIAGE a
: BUILDING �
hl I CF: 0.99984889
• • • 001000,0 0 I I ; I (NCSPC; NAD83)
RETAINING WALL 20' PERIMETER PARKING SETBACK ° RETAINING WALL 1� POWER POLE WITH
(DESIGN BY OTHERS) (PER MUDD AND REZONING PETITION #2005-153) S66'55'23"W 831.50' F (DESIGN BY OTHERS) _� I�� �l�y� I GUY WIRE (TYP.)
- JI JI JI JI JI I JI JI J= JI I JI JI JI J� -�- S22'40'17"E 4.14' (TIE)
SIGN S67'00'36"W 831.47' (TIE) BENT REBAR
7"E 2.87' (TIE) ------ � _-_-o� (FOUND)
-
% % 7p WALK CONC. o
POWER POLE-/
BAR (FOUND) EXISTING (TYP.) I - -' i APPARENT GAP
3"E 59.99 (TIE)' PIONEER AVE 130" CURB & GUTTER (TYP.)
PUBLIC R/W 782 ( ) PRIVATE ACCESS = _ _ -
- J \ NC GRID (NAD83)
WALE
(FOUND) OVERHEAD LINES -NOW OR FORMERLY-� GRAPHIC SCALE
REEP-LRC INDUSTRIAL LLC
30" CURB & DB 29175/261 EASEMENT PER OVERHEAD LINES o 25 5o ioa
GUTTER (TYP.) ZONING: 1-2 (HEAVY INDUSTRIAL) DB 10545/329
EX. CONC. WALK
USE: INDUSTRIAL (EXCEPTION #10) 1 inch = 50 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-OAADA
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
111 = 50'
DATE
06. 18. 2019
SHEET
ACCESSIBLE ROUTE PLAN
C2.05

ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT CITY OF CHARLOTTE LAND
DEVELOPMENT STANDARDS MANUAL
RETAINING WALLS SHALL BE DESIGNED AND
SUBMITTED FOR REIVEW/PERMIT SEPERATELY
\ r
r
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
EXISTING
SILVER CRESCENT DRIVE
(61' PUBLIC R/W)
(M B 48/980)
(EXCEPTION #31)
Know what's below.
Call before you dig.
GRADING LEGEND
(MB 48/13) \ I--/� \ j' /r EX. FES ELEV.:590.55' 0 FLARED END SECTION
/� EX. SIP
EX. ELEV.: 59 ENDWALL SECTION
XCEPTION #31) / Cp /� / ///
(M B 48/980)
(EEx. ELEV.: 594.3'
CATCH BASIN
EX. SSMH #1 EX. CB n /// , // /j / G EX. SPILLWAY
RIM=606.54 Rlfv�,599.07 DROP INLET
INV.IN=596.84 \ EX. CB INV�j{{N: 591.57 9/ mil/ I #1 G / / //j //
INV.OUT=596.44 \ Q RIM:603.29 INV. OUT: 591.47 / k1 I ,k rI\/� / /
\ 8, INV.IN: 597.29 �� k 1 �\ � J EX. STORM WATER DETENTION
EX. TRANSFORMER \ INV.OUT: 623.3 EX. SSMH #19 I/ ,/ STORM SERVICE INLET
FIBER BOX TELE 605 SI 2/ „ / /f /� F EASEMENT /�/ /
/ RIM=600.42 i 9 1 CP / j�� (MB 43/329) • STORM SERVICE CLEANOUT
EX. REBAR INV.IN=589.77 l �/ // ///
v INV.OUT=589.57 / I / / // i / (EXCEPTION #16)
(FOUND) II //� /;' / /� / O JUNCTION BOX
EX. CB I I /j / o�Sl // DRAINAGE FLOW ARROW
EX. REBAR - �� 1 so X. C� RIM: 599.93
(FOUND) ��\\\�� \ R P snlN :600. 8 3� "EX 42, RC //1 // vF� %C / LINE BREAK SYMBOL
so I �/ /' / / '
250.50
EX. SSM 8 TOP & BOTTOM CURB ELEVATIONS
EX. PROPERTY BOUNDARY 250.00
EX. WALL /�' _ ��\\I �.37 , Ss8 SS r I I / HP`fj61/VA�L� \TW=223.00 TOP OF WALL ELEVATION
\\ ti 5 ///// j ✓ ) \\\1� EX. REBAR (FOUND) BW=213.00 BOTTOM OF WALL ELEVATION
EX. BENT REBAR / // ��� v �� \� i �c �\ / / / //�// / /) II \ I \ E 1422697$ 5 (NOTE: BOTTOM OF WALL IS GROUND
(FOUND) �j / �,'� ,. \� �� �\� �- - `�' c,0 6' \\ ELEVATION NOT WALL FOUNDATION
�� \ '/ /�/✓/�//// // j / \\ CF: 0.99984889 )
so / i / I( )J (NCSPC; NAD83)
�- r- �� /j// // 1 - 11161j )I + 250.60 SPOT ELEVATION
-NOW OR FORMERLY _ / 6�011 11 i/ I EX. POWER POLE
SHLP GRAMERCY SQUARE AT // / �/ LL • = �\ / G /// \ _ 11I I�/ (TYP.) STORM DRAINAGE
�
AYRSLEY LLC C/O FELLERS, / /� �� - - 1 5 1.27
\. STORM SERVICE LINE
SCHEWE, SCOTT, & ROBERTS, INC I' / / / . V `I�1:5 1.24'
0 \ / \ I / % / / �III1111 I I ROOF DRAIN, 8" ADS
DB 25679/773 ^g J / `� _�_� _ '/ , �Gy
/ �� W RD RD RD
0 �/ p / WETLE�
Q DELI -NE f,C�) y McAbAMS"� .�"� NON -PERFORATED TUBING OR
-� ,ErycI�EERIN �` \ _ 1� l ( l ij///\\I(lI(
// EQUAL 1.0% MIN. SLOPE 3' MIN.
`y �- / /i / /�j%�\\ / ) I I I I COVER PVC SCHEDULE 40 IN
EX. BENT REBAR 4YB' N LL ,ALL-\ O0Q W \ \ \ // / �/ / / \ / / I I
(FOUND) / _ - - - \ \ I J/ ///i - / "� `DATW: 5, J\0"��\� ��\ '�`�� / / I / / / /// // I I llll�lll / )/ I II I I I I o I I TRAFFIC AREAS
✓ / ///� / \ W LL �c • �W /� \ �� �`\ / / \ %/��/j w I IGIII I I/ / I IIIII I TP TP TP TREE PROTECTION FENCE
fF�
LID LD LIMITS OF DISTURBANCE
EX. 20' PERMANENT DETENTION
EASEMENT (DB 20094/879) - = = �� / � -8�� / �I( I EX. PROPERTY BOUNDARY WOODED AREA
APPROXIMATE LOCATION \ / I I MAJOR CONTOUR
DEED ILLEGIBLE - v I
(EXCEPTION #38) EX. SIP 7 � ��_� /i � _ � ����1� `/ / / - � \ \ / y _ III Ill�o 1 ` \ \ � � / III I11 x- 250
� - = � � / / / � ///�IIIIIIII 252 MINOR CONTOUR
g �
\ ! ` \\ / / - - �I II II I\ \ \ \-------2bO--- EXISTING MAJOR CONTOUR
[j�` \ \ /
` �9�-- �� �L.c `�C / p / \\ \\ -- //% I` I a\ I ------- 252----- EXISTING MINOR CONTOUR
WINDSHIRE LANE ✓� //\\I \j� \\ I --� �j��� �) I �I - - - -
\ `+IR E UL \ - g� 1 r� ��I/ W \ \ �� �i / / - /// / 1\ I I EX. ROCK FILL AREA - EASEMENT LINE
PRIVATE DRIVE i / I eo / 1 •� \ \-Z ;� \\ \ / ° r / \ _ _ /( /( ( 1 I I 1 EASEMENT
T Al / I I �1 I,1 I - -� LEASING/CLUBHOUSE _ \ \ \ \ I I (DB 10545/341) ACCESSIBLE PARKING AREA
EXISTING �ti .� �`/ I I \ ( ;-I-� _ - _ I 1 (' '-_ -� �� \ / / FFE=618.50 \\� \ \\ \ I of I (EXCEPTION #12) (2% MAX. SLOPE IN ALL DIRECTIONS)
BONNER BRIDGE CT. r ���� 1\�\� I �- - � �` �\ \ \� \I ► I EX. FIRE
I`� _ III II _ STORMWATI O pnrl I \I ,�/ \ I I
(60' PUBLIC R/W) y kG% \��� j J I I - J'`~ I ING LL \ I I HYDRANT (TYP.)
5 J I MEASURE sLN o f s) \ \\ I 1 1\ I( I
(M B 48/13) /�� �% /\0 \ / - I - I I \ / I EX. EDGE OF WOODS
47 � �% � \ ,j._�, /ice r= - -' �\I � I I \� \\ III/� ) I I I I I I
(M B 649) \ - / r I I I III ` EX. MARKED
(EXCEPTION #23) / �/� /r - - \
/ I .� ��� L ----- ------ II I \ \ \ III(/ %1 111M LINESCOMMUNICATION
EX. TRANSFORMER (F N REBAR /� �- /�/ j�J�% / / 8 I �- / / FFE=619.0061 I (FOUND) - - - -
\ CATV -'/ / // - _ - _ - -- /-------- -� - - ----- -- - s� I �\ FFE=618.50l I I \ IIIII/ I ICI III
\ %ss 7. \� � EX. YARD INLET
RIM: 620.31
EX. LIGHT POLE � // y /,(U1�\P / / / �- T?- 17 -�- -- _ - _ _ %-------\- - I / �� .� )
Ao -'� ` ELEV.: �\ � p; �% / / / / ---- � - ----- \ \ \III Il / � � \ I \\) I \ EX. POWER POLE
F / \� / /) i �� `' 615 / /, / --� _,ter _ \ I 11 I 1 \ I , FFE=621.00 I I \ \\ \ 1 I TYP.
\ // �/ / .. J ` \\ 70 o I 1 / \ (TYP.)
J / ss E / --- - //// \ BUILpI I I / II \ \ b / W
01 EX. 60' EASEMENTNII AN I\S�W \(\ \ (FOU L :\♦ `" / , /'� / / i / //// / II II I I s \ \
\ a , L ' / // , \ I I ®I II = ncc 0 \
(DB 22753/493\ \ P �;v_ - / II / FFE-622.00 ,�1 II f \ 1 _
EX. 7'X7' OUTLE \
STRUCTURE DB 22465/231) \\ \ s EX. 5» - / ^�-+� - FFE=614.84 BUILDING - I 1 _ - -
TOP:620.00' (EXCEPTION #42)\�� \ \ EX. S 8 �'��- \ \ CARRIAGE III \ vM
so �'1 •Aj IM-623. / I - - 1 '('f1 t \
THROAT:617.48' \ _ BUILDING O I i / _ \
O� \ + / / / FFE=625.00 \ L 4.
12"INV.IN:614.45' \ / _ N - 1 i ncc
-54_INV.OUT_608.88---------=612.9 ss \ + / / ^ ' / / I I ❑ N 1 �I
EX. TOP OF _BAN
- EX. BERM / \ - w ,a \ \ \\ _ - - \
�- EX. SSMH� 7\ \ \\\ / _ _ _ / { I I
RIM=622.()4 - \ \ \ / I
EX. A / INV.IN=613.71\ 62 � \ \\ �� , / � \ 1 r - �/ �� / 1 \ I\ - � \
P INV.1UT=6115 _
EX. 611.65' - EX��� J - ' ;�' �� \�\ `0s
- - - - _9X--6�3� Z 3IMm-6}5.6�
B-
-------� J1�< �\ IN 0(N)4� \ \
� _
- ` \INV.IN(Wj 606. 4�\
SS // I I / /INV.IN(S) 611..0 \
INV.OUT�606.0
EX. 12" WATER LINE
\ J I EX. S H z I EX. MAR ED COMM_U, ICATION
#6 / / 1 /olx LINES- I \
\ 6�� RIM=621,67 r \ / / / I I 1
\ \ \ \ \tN,V.IN(W)=f14.77 \ \ / I X N -620� �CTRRKEb \\
\IN .IN. S)=6 4,Z7 \ /
1NV.oUT�fi\.47 \ \ \ \I //� N/� EX!CONDUIT STUB
I \
\\ I'it/ Ill
-61RG
T�UTI ENOTOMARKED N ® \
UND
T11 ADUETO
��I� VEGETATION 41
9 I
\ \ I I I 111�111�1111CU/
\ \ EXITING D
P11\04g�R A IEI I( . . 1131��I § 1 I �I1 // %/ EX. ROCK PI77/'//// /g
1 1
\ (W PUBILI� R "() \ \ \\ \ \III
\ \ (MB 41/�21) \ \
\ \\\ ( CE TIQN
\ EX. EDGE OF WOODS\ \ EX. EL
EX� OVE HEA LI ES 18 82�-
r �L /
\ I \ \\ \ 61j'8y ��� JII/ / / /\\ WTHP�LIRE / 9
SS r �S. \ss� LD
`� �ERHEAD LINE _
\ j EX� `GE OF NV\EMENT < `V� / ary EX. CB '3 E
/ k RIM: 628.82
w / w LLL/// �" INV. OUT: 623.32
w
y(� w
VICINITY MAP
N.T.S.
EX. SSMH #20
RIM=626.80
INV.IN(N)=616.80
INV.IN(W)=616.80
INV.OUT=616.65
-EX. WATER VAULT X2
OBAN PASSAGE DRIVE-
160' PUBLIC R/W)
-r.
' �����`\ � � �, -,��1�1 III I � �I/L��� �, ' I . ■ . � � 1 i
I-- EX. EASEMENT PER
DB 10545/335
EXCEPTION #11
O- Illlli'IIIIIIIIIII © I I � i
III � • A• LINES
EX. EDGEOF •••
EX. FIRE HYDRANT
EX. REBAR (FOUND)
1
508715.88
.-. , • • r _ - _E 1423054.07
E
--- --- ---
EX. SSMH # 2 2
RIM=628.35
INV.IN(W)=615.45 EX. SDMH #27 \
INV.OUT=615.25 RIM:631.17 c
EX. YARD INLET
INV. NOT ACCESSIBLE EX. SDMH #26 I
RIM: 628.85 EXISTING I
CONTINENTAL BL D
(NCSPC; NAD83)
EX. POWER POLE WITH
�� 5'23 W 8� rf / o i �j�j�2/ / 'o/ GUY WIRE (TYP.)
/ Q_FM
47' TIE) - _ - �_ _ _� _ _� �� r - S22'40'17"E 4.14' (TIE)
_ -� ----_L-- EX .EDGE �F-VOODS �i r�-r�-i-�' _ / EX. BENT REBAR
6 ���-_--_--__e_�=------- ------�___ -I--- --- ���`-`=J����-�`-��� o (FOUND)
o \ CSC-PIIWERPOL� ___-====='-1--„„_=„=-- \ \ \ \ o
J EX. BENT REBAR P I 0 N E E R ATT:7- > EX. INV OUT: 625.41' �+ + ho \ 6� \ \ \ \ /
(FOUND) �630 PRIVATE ACCESS \\' I / \ \ S\ EX. APPARENT GAP
y.---- __----- - ( _=-- INV OUT�625.18' --
G
w w w w w --------- _ -W--W - w- NC GRID NAD83
_ �' -w w w w w w w- "-EX. `J �- � w w w w w w w-
c )
X. WATER VAULT X2 I EX. UNTRACEABLE WATER LINE YARD INLET
EX. WATER VAULT (TYP.) CONTINUES
EX. OVERHEAD LINES GRAPHIC SCALE
EX. END OF PUBLIC R/W EX. EASEMENT PER EX. OVERHEAD LINES 0 25 50 100
MB 36/782 DB 10545/329
EX. REBAR (FOUND) (EXCEPTION #10) 1 inch = 50 ft.
EX. CONC. SWALE FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
N0. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-OAG1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1" = 50'
DATE
06. 18. 2019
SHEET
OVERALL GRADING
AND DRAINAGE PLAN
C goo

EX. CB .07 0 RETAINING WALLS SHALL BE DESIGNED AND ALL CONSTRUCTION SHALL BE IN ACCORDANCE CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) ATRIM: •
INV.IN: 591.57 SUBMITTED FOR REIVEW/PERMIT SEPERATELY WITH THE CURRENT CITY OF CHARLOTTE LAND LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
INV. OUT: 591.47 DEVELOPMENT STANDARDS MANUAL OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
EX.R M 6 OH4219 CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE ,
INV.IN=589.77 n n
so- so \ ss 1 \ \ \ INV.OUT=589.57 I i o �� I III / �/ / , / / / /,, THE OWN/LOCATOR�ERVICES INDEPENDENT OF NC811 .
\ \ EX. CB / III s/ / / / E ORNY DISCPANCIES TO THE ENGINEER IMMEDIATELY.
RIM: 599.93 I III CO
SD �\_ _ \ `` X RCP - 50 r\/1�� / / BOANK (TYP.
� I D � �o�jl ( ) \ �/ /�/�/j ��\\\\ �i�/Knowwhatsbelow■
sD co ����� so
y�`� /le / %//\\\�\ EX. 15' SANITARY SEWER /
sD I _ �ci �0'/ I / p�G' c��0/�L/\ \\\�\\\\\\EASEMENT (DB 5922/938) /
Cp i \\\\\ \EXCEPTION 32 Call before you di
EX. SSMH 18 \\ \\\( # ) / y g■
# ��/�\\� \\\��
0 \ RIM=601.47\\
INv.IN=59,.17 y I 5��� 10 �a\�� P� /w1l. II IIIIIIIIII \W
III\\\�
INV.OUT-591.37o_/II III I I I
U 1 <9 \\ / y I / HEADW ILL / / . / / / IIII II� \\\ \\\�\\\
IJ_ / ��% / // / / /IIIII 4 I I I / \ �\\\\\
I J ELEV.:58 .O6' \\
ss� 9 sSX. 8" am I I / ./ / j�//'IIIIIIIIIIII 1/ ` \ \ I \\��\\// /
c ss ss
V_ WI -_-- \\�\ \�� \ ice- Ord i 1 EX. V OUT: 586�6'� /// / // ///III III III I \ 1 \\
Ex. CB y� �/ / ii/IIIIIIII\,,
RIM: 600.18 I I I / / / / / / III III I \\\ H cNA 83i
V_ V_ \ \ \ NV.OUT:5916.43 9 'c ,� / I� / / / �j
�/ / // � /// / /IIIII / I I \ \ �� /
,�LUI \ \ _ / I 6 oe '"� ' //i/ / / / ///� /IIIIII / I I I /
V_ _ _ _ I I rk � ' / / � i // /� / i / /iii ' /i//IIIIII / 1 1 I I 1 1 1 / W N E
�,�,- 1�1 � � �\
v1\ O" EX. STORM WATER ETEjVT ON
_--� `� �\ "' IEy 6 °rP D\\ / EASEMENT / �/ �// 't
V��S/�9y, \ / \� \ �-- p \ , T� ��� / _ / (MB 43/329) l /
�� 6\ O / ` \ 01 \ / 6 GM \ TP L / / / // (EXCEPTION 16 i / / /
TOPS Fs�F \ / I o 7� # ).//�/// /�/III,/ II IJ 1 \ 1 \ /
V_BANK (TYP.) V_ J %Teti \ / ` �� , \ I -I � '� \ mop /� / / �// / // /// / / // // �� I - - _ _ I I / / I I I 1 SW SE
V 1 F \ / - I I \D / // // ///i// //i
1 V_ \ \
V_ 1
V V- - _-- _ -�` a I // i//� i�i//i // /� II I I / xll
V 1 ------------'�-- \ \ / / / / / / / / SHEET KEY
--- -- V_ \ V- INVIN/591.7 \ I �a ////�/// / \ IIj II I °
� � \ \ INV • 59 .24' i 1 I 601.60 \ � \ NTS
----- - / U V_ 9 '/ 601.10 /
\ \ \ �/ / / I 1 , o / / /// / / / / / / / l I I III
\\ V' PM \\ 602.24 ' /b�
/ / ///i//I GRADING LEGEND
/ / /)/ ) I I XIIV_ SER/�,��I,I601.74
\� - / V�9 / / I / I / j /�// j j j j� /j /�/ j /j / // j j/ // / \ / / // I III III I I FLARED END SECTION
V_ _- - �, r 11 // / _
/ / / / / / / / / / I I ° I I I U ENDWALL SECTION
\ V_ \ JB-501 i / / / / / / / / / \ / / / = X
V_ / 11 / RIM=601.50
----- V iv- V_ / �� \ / // /� �\ I I INV IN=597.80 (CB-502), CATCH BASIN
\ NATURAL AREA � - �V_ � � --�' / � \ ti I I \ / // / / / ��'�A�//// � k
;0.80VAC \ -� / 11 11 INV OUT=590.00 / / / / / / / i X
1 �� .�'L V \` \ \. v i- /� /G I 1 /1 / - 79.54 LF 15" RCP / /�/ % % / / / // / \� \ / / l I I I o
V_ V_ \-------- I / ` \ f / �// j ®2.01 % ( I I I DROP INLET
RIP RAP APRON-(EW-400) /
V-\ V_ 1 V_ _ D50: V0.7 FT V_ \ TQP OF / ` I I / III \moo \ ay %/ / / // �/ / / / // / // // / l \ \ \ l / I I I I I I X I ■ STORM SERVICE INLET
\ V_ L GTH: 22 FT �\ \ B)CNK (TYP. - \ J �I \ ` / / / /�/ / / /// \ / I 1 I I
\ W D \ ) V-9 / / V/ l�� ./ S /20' CHARLOTTE WATER �/ / / / / /i/ // // / / / \\ \ 1 I / / / / II I I \ I I I I I • STORM SERVICE CLEANOUT
�3S U fDTH ®PIPE 0 SET: 10.5 FT LQ�STREAM SIDE z�SNE / / � I / ay /��,yy�� SANITARY SEWER EASEMENT/ / / / /// / /i/ / j j / I /I/ / / / / I I I I I I I I o XI
V_ \q V_ WIDTH 6 0�1TLET END: 25.5 FT \ V- (UNDISTURB� / /' / / / fd"/ //'i / i i / / / // // / / \ Ill I o
1 V_ /DMA 1.0 FT ) (TYP. �i I /� / �/ / / / / / / / / / / I I I III I JUNCTION BOX
\oNF T131C ESs: 1.6 FT V \ <p s - / / /, // j / o
/ / / % / / / I / I / I �� ► DRAINAGE FLOW ARROW
V_ 1 / `� - \ `� ��` -- -� �, / � I I I I r ,' cB-5o'L /, /� // i✓� // // // / I 1 1 I I �V 1 / / / / l I I I I I II
J \_ \ /�� �\ / n I I I - r T/C=604.21 /bx/ i%/�% _ LDTP� I 1 I I I I// I I II o IIII N LINE BREAK SYMBOL
V I - - \ V_ INV IN=599.50 CB-5 3 / / / I I I
1 �W�TLAND AREA i�/ o \�� / / / . INV OUT=599.40 / %) % /// / \ _'D I III I I / / I I I 250.00
MELINEATED BY MCADAMS �\/, '/ 630 1p I I / // I II I XI I TOP & BOTTOM CURB ELEVATIONS
a a l / I II
1 604. ay I I I I
� � ENGINEERII�"G � � � � a ��� / 60 2 I� / 39.09 LF 15" RCP � I I I I III / I I o I -
LD _____ �./__�_JOB NC)±-ALL-19000 /� / - i / o //I , / 0 7.68% I I I / I I I o I I I \TW=223.00 TOP OF WALL ELEVATION
L ° a a - r /// �p BW=213.00 BOTTOM OF WALL ELEVATION
4i�d1L �ATED: 5/3/2019 9 �� a EW-4 / I I
- \ a a / // // ��u //�� s25 I / / 1 I I 1 I (NOTE: BOTTOM TOOF WALLY FOUNDATION) ND
1 D V a a Oa� INV OUT=596.00 (CB-4 1 I /\\ /j jP III / / I I I
V_ \ \ .49 LF 36" RCP �i ✓ I / / I I I of II I
V_ o , a 0 1. ° _/g20 I I I I I I I ° I + 250.60 SPOT ELEVATION
� \� / , 605./. �, g,5' III
I I STORM DRAINAGE
5598 \ d\� �` T/W 609.00 \ / TBC4607.52 01 605. I l i 610 \ I I I 1 I 1 I 01 IIII STORM SERVICE LINE
eg �B/=597.25 / / /=601.00 (CB-40 / 606 16 7.70 I I I I I II
600 606.88 I/ I l/ l l \o i / INV OUT= 96.25
/ / / 617.20 / I I I ROOF DRAIN, 8" ADS
got 6 6.66 / / / 606.38 ^ oo I' I oo h 616.40 I rA / X RD RD RD
goi , / 606.38 I I o, IIII I 1 I \ 616.40 i I / / / I) I III NON -PERFORATED TUBING OR
603 30.92 LF 3 "RCP 6.87 �o I I I I I III o` \ \ \ o \ I I I \ / / I I I EQUAL 1.0% MIN. SLOPE 3' MIN.
g04 / 0 1.29% 60 .43 / 607.07 CB- 3 , I IIIII \\ \ \ \ \ \\ \ I i III I 1 // // /D / �I-I x-x-x-X COVER PVC SCHEDULE 40 IN
605 606 93 607.37 60 / 608.18 T/=607.00
606.87/ I oUT=602 III 1 \ \ \\ \ 617.14 I I I I I I I I I l ! / / III TRAFFIC AREAS
607606 / _ // / \ 607.68 9 \ \ \\ \ \ \ \ \\ \ 616.64 J I I I I I I I I I I I / / III TP TP TP TREE PROTECTION FENCE
1 / V_ / W=599 T/C4608 90 607.16 608 / /W=60 .50 INV IN=6 1.50 (JB- 7.50 609
INV OUT=661.40 07.00// i 1111 III I I I \ \\ \\ II I LID LID LIMITS OF DISTURBANCE
611 \ III WOODED AREA
606 / / / 612 613 617.96 117.71
/� \ I MAJOR CONTOUR
goo \ \ // e � / 614 615\ \ \\ \ \ \ \ 618.30 618.�0 617.57 / \ \ \ I I 250
/ 616 / / / / 61� I \ I I \ I I 252 MINOR CONTOUR
1 g03 \ / \ \ \ 617.80 617.60 617.07 /
1 \ \ \\ T/w=B/ -608.7 / \ \\ 618.00 \\ 618. 0 / // / / /� I I \ :0 I' I ------- Z_JU------ EXISTING MAJOR CONTOUR
\\ \ \ \ , \ 1
1 STORMWATER CONTR \ �.\\,�\ / / r �7 // / I \ I I \ I _---_------_ EXISTING MINOR CONTOUR
/ \\ 618.15 617.51 / / I II I
J \\ 617.65 617.01 / I°" - - 252 - - EASEMENT LINE
1 MEASURE � � �- / 618.00 618.00 618.00 618.40 �, \ \ / / / / / � I
1 (SEE C9 SERIES SHEET) Il \ �� \ / / l/ , 661
17.9 VAN
1 I i / / / / l D 617.8 _ _ I I I+ I ACCESSIBLE PARKING AREA
1 SILVER C R / �� / 618.00 617.90 }� 617.27 1 \ \ I I I (2% MAX. SLOPE IN ALL DIRECTIONS)
I I � / � ggp�� \� 0 616.77 \ I
DRII 1 // // C 618.00 LEASING/CLUBHOUSE 618.40 61AC C: \i \ _ 617.15
11 1
--------�- (72 PUB I ) / / 618.00 FFE=618.50 \ _ 1
-Rl� SAP AP♦ N - 0) / / �i� C - 15 618.0 JB-316 617.77 \ \ \� T/ 32 \ I 1 I I I
\ _ \
- - - - F=612.42� � � I \ \ T/C 616.85 I I I o I
- - - - - - - - 2Q-Pf / \ / _ � rn RIM=616.09 618.50 \ \ INV OUT=612.95 I °
NV IN=60 .60 (JB-316) INV IN=610.10 (JB-317) \ \ \ \ 16.85 619.25 \ I I
- - - - - _-_-MDTH -0-P-P OUT E 9.0 rn T/W= =6 0 / INV OUT �08.50 INV OUT=610.00 \ \\ \ \ 1 617.11 6 6.35 618.75 I I 1
DMAX 0-OUTLETET D 23. T I 61.32 L 24" RCP 618.50 u 1 \ I 1 616.61 1 35 LF 15" RCP �I \ /I
- 1 I I 2.28. 51.85 LF 24" RCP I \ I 617.03 0 1.15% I \ / h
1 T/W=609.' I I r I 612 I 614.7 0 0.96% I I I 1 616.53 o
B/W=608.0 \ I 6.10 5 6.10 I 616.98 CB 320 \ I I / I EX. FIRE
RETAINING WALL WITH 1 \.\� \ ` 618.00 6618.47 I I I I I \ 616.48 T/=616.87 \ I I I HYDRANT (TYP.)
SAFETY RAIL 1 I I \ \ IN IN=612.75 C -321 I I
DESIGN BY OTHERS I / 14.75 16. 617.95 6 8.00 I I \ IN OUT=612.65 ) � i
( ) „ JB-317 I o
/ <v / 616.30 IRIM=618.07 I 1 1 1 \ I o II I I l I
/ I ❑ 61 616.30 INV IN=610.70 (JB-318) I \ I \ I I
614.75 616.35 617.93 INV OUT=610.60 I I \\ \ \ I I I I \ I 11 I I \
\ I \ I
\ I
^' I I I I 613. 204.03 LF 36 R P 614.70 / W U. LF 24 RCP I I \ 617.66 II 1 I �
CO IT 6 0.71% 61�.3 � I \
1 9 F 24" RCP 613. 9 0 3.0c�% 619.00 _ 617.80', 43.46 LF 15" RCP JB 319 I I I \ IIII
t a I 0 0. I II / -• JB-318 pp 0 0.69%=617.48
`31 I / 615.05 18 0 RIM=618.42 - p 618.11 V IN=612.35 (CB-320) III I
B/W=608.00 JB- ( VARIABLE WIDTH CHARLOTTE 619.00 INV IN-611.00 (JB 319) 617.61 INV IN=612.1 (CB-322)- G i I I I II
WATER EASEMENT INV OUT=610.90 INV OUT=611.60 I I I I EX. MARKED
T/W=61 _ " 614.70 1 I 70 I I
1 B W=608.00 IN=606.10 03) 01 I I I - I COMMUNICATION
615.05 618.00 61 .50 \ \ \ < J
D m I 1 I� I I I LINES
- ------------- - - - - - - - - 15) I III 1 I III ►irll -
613.33 - / i /�
612.83 613.31 T/W=614.37 INV OUT-605.1 615.76 38.52 LF 18" RC 1 �J >f \6 I I$ I oI II
613.22 613.62 1 2 'STORM 15.26 I
612.72 613.12 1 AIN EASEMEN / I I I / \ 0 1.82 617.62 I I v 1 I I
617., 2 IIIII I I I
/ CP FFE=618.50 J 618.32 m \ I I I I I
I I 617.77 I rn 0 \ I I
---------------�-- --------------------------617-17
43 05 LF 0 CP 617.00 I 618.50 / \ ° AREA DRAIN (TYP.) 617.82
6 3.25 1 117.16 LF 36" RCF� 615.26 1 I 1 I 1 / I / / /\ \ 618.3t 618.90 617.91 I I I I I ° m I I s l I I oI1II
12.75 --- ----- ----- --0-1 0 %------ o -- --- I I I / / _ / / \ I/ 618.72� 618.40 617.41 618.76 III I \ I I I I yI I
\ 30' CHARLOTTE TER / -� I SERVICE LINE T 618.55 618.26 I I of I III I
1 618.50 1.0% MIN. (TYP.) 617.55 I I I I
o wo SANITARY SEWE EASEMENT I / / 618.79
\�N 1 20' STORMWAT R CONTROL .�0 III / REFER TO AMENITY PLANS I s'� 618.60 I I I I Z I I II 1
ACCESS EASE ENT
\ 1 __ 0--__ I III I / 618.00 �/ / FOR DETAILED GRADING AN I I 618.13 618.10 I I 1.11 I 620.11
------------- -------- ------------- - - - - - - - - I I I / DRAINAGE OF AMENITY AR 618 39 CB-322 I\ 1
6181395 8 HDPE OR T/C=618.11 l l l 1 I I
613 45 1 / - 7. 5 I / f 619 0 61874 SERVICE LIN INV IN=612.90 (CB- 23)
613-63 =B1 7 I / I ARE DRAIN (TYP.) 1.0% MIN. (T ) INV OUT=612.80
ACC ACC #AN I / I RIM= 618.00 618 97 0 \ \ \
614.27 1 614 27 RIM 614.00 TYP / FFE-619.00 61 50 1 %
18.06 LF 18" RCP � \
- I 618.68 618.47 \ \ \ \ I (T POWER POLE
613.77 613 77 0 .38 °
8"-•HD E STORM I 618.18 \ 1 (TYP.)
613.77 1 E LINE AT CB-3 FFE=621.00 6 73 CB-323 I
-� 1.0% MIN. (TYP.) ETAI
FEETAI ITO HARDSCAPE PLAN FOR T
'I INV IN 606.50 (B 3 4) 618. A S DRAN (TYP.) 1 BUILDING S DESIGN BY 0 HERS I s INV IN=613.2 (JB-324)613.77 61427 TRIM=614. O INV OU =606. 0( ) '9 INV OUT=6 .15 �
613.77 \ 1 621.10 ' \
613.87 1 \ / I 619.00 O 620.00 STORM SERVICE621.1I0 620.68 82• LF 18" RCP
614.34 614.3� 61 \ CLEANOUT (T P.) 0 1.64%
613.87 614.35 \ / 621.1I5 I 1 l l \ \
614.34 1 614.34 \ / FFE=621.00 621.1I7
----------I------------ - - - - - - - - ---------------- - -- -- - -- ----- ---s�---- --- - ----- - ------------------■
01 BUILDING 1 61a FFE=622.00 620.63 620.38 s2 I ) \ / / _ ' \ \ SEE SHEET C3.02
I
U; O RETAINING WALL WITH JB-40 I 620.50 621.25 o i I I � / ` � I \\
SAFETY RAIL B W=614 34 RIM=618.41 0 D
-623. 3 INV IN 607. B 4 ACC 620.75 I / I 6L \ o I NC GRID (NAD83)
�1 (DESIGN BY OTHERS) 11 - ) 621.47 I I \ \ \
W s,g INV OU 7. 0 620.00 621.17 620.97
1 I I - 621.17 620.89 I I \ \ \ GRAPHIC SCALE
FFE=614.84 _17LUI I 623.98 1 I ICI\ 619 J II I I I � 0 10 20 40
I I I III- 1_1 I C In" Df1D I I I I �I WA NI I i I \\ \\\� \ 1 I \\
FFE=625.00
1 inch = 20 ft.
LU
W FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-G1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1" = 20'
DATE
06. 18. 2019
SHEET
GRADING AND
DRAINAGE PLAN - NE
C 001

■ I 1 i ���I 1
1
1 RETAINING WALL WIT c II III
1 SAFETY RAIL B W=614 34
(DESIGN BY OTHERS r-63. 3
679FFE=614.84 I 623.98I
11 FFE=625.00 1 ,
II
BUILDING
620. 1
622.66 I
1 622.73 622.70 622.70 1
1 621.40 1 111 1\
_ k II\
' � 1
1 ACC
1 B-305
T-620.43
B I S S PARK IRIVE
INNV 1 V IN=615 40 (CB-307)
/ 2' PUBLIC R/Wi INV OUT 15.15
/ 6yti/ 1 2 LF 15" RCP
1.20%
ACC
1
.71 624.44623.30 1
r 23.00-
1 622.00
1 I 622.00
1 BUILDING
I 1 I I FFE=626.75624.00
I , I I
• II � , 1 I I
I I 624.00
1 1
I
� 1 I
26.2 1 I I 625.50
626.2 626.25 ; I
I 1
1
1 I I
1� 625.50
626.25 1-�
625.50
1 � I
626.25 1
1,
1 I 625.50
626.25 1
626.25 II 625.50
II
�626.25 6245 626.75� 626.25
rl� i
CB-312 \
1 T/C=625.90
INV IN=615.10 (CB-313)
43.86 LF 18" RC 1 INV IN=620.20 (CB-312 TO BLDG)
1
1 1 32% 1 INV OUT=615.00
627.03
626.53_
SYCA OREiGARDENS LN 627.03,
626.53
(PRIVAlt STREET) 627.37
1 626.87-\
CB-306
T/C=620.26
INV OUT=616.00
13.16 LF 15'F
®4.6%
'-CB-307 '
20.
ZOUT=615.7
1­8.81 LF 1 RCP
_® 1.59%
GCB-308
T,/C=620
6 6. 8 (CB
INV 0 T= 16.00
I \
C"
B. 9 L 24"
10 .
625.4
626.78
626.90
1 96.46 LF 36"RC
1 ® 0.93%
1
/ I 'I
JB-40
RIM=618.41
INV IN 607. I1B-4
INV OU 7. 0.
i16@MLFM3" MPM
0.66%
`, \ 61
o,
CB-304
s2
'
T/C=620.7
INV IN=61
.75 (C
INV IN=60
.30 (C
- .84 LF 18" RCP
INV OUT=6)7.20
CAA 1.30%
1
8.31 LF 36
RCP
3.03%
-90.87 LF 24" RCP
\/I'
Q
11
625.79
-37.70 LF 18" RCP
® 1.33%
tll tll tl .� tll tll tll tll tl OL 4�
EX. INV OUT:625.18' JB-406
EX. INV OUT:625.41' RIM=626.00
INV IN=621.00 (EW-407)
O ; j INV OUT=620.90
_ _ _ 10.76 LF 36" RCP
Cyi
U
1 EW-407
LU INV IN=621.20
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(/) CAa os EX. YARD INLET
---
N
N
RETAINING WALLS SHALL BE DESIGNED AND ALL CONSTRUCTION SHALL BE IN ACCORDANCE CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
SUBMITTED FOR REIVEW/PERMIT SEPERATELY WITH THE CURRENT CITY OF CHARLOTTE LAND LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
DEVELOPMENT STANDARDS MANUAL OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
jy
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
s2o.\s20.88 �o I REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
620.50 621.25 1
ACC 620.75
620.00 621.47
620.97
621.08 620.89
621.17 I-
1 11 SEE SHEET C3.01
1
BUILDING 621.34 1 _ /''
/ O I / � 0 1
�( 1 1
621.93 1 I 52.57 LF 15" RCP
621.50 �621.15 6 \ \
621.44 621 C 621.15 2� \ 621.15 ® 2.38% I \ I 1 \\ \
VARIABLE WIDTH CHARLOTTE 621.29 620.65 WATER EASEMENT FFE=622.00 621.96 T/G=620.70622.00 621.29[DI-325
INV IN=616 0 (DI-32
LVER CRESCENT DRIVE
62 620.79INV OUT- 6.10 1 11
00 I- 1 1 I
621.50 (72' PUBLIC R/W) RETAIN 621
G WALL - 10 I 1 0
�BY OTHERS) .33 0
8- 620.83 1 1 I
kM--t',.25 / - to I 1 I
INV IN 14 5 (CB-327) v 0 1 I I
I 622.53 - 4.85 (DI-325) I 1 I I
622.03 I=614.60
22 1-, / ELEV: 1.36
1�
1 622.00 21.78 102.13 LF 15"6 RCP /
621.50 621.50 62.73
621.50 J C� 1.03% _ / I o 1 I I
F09) 21 50621.50 22.00 B/W=621.99 /ELEV:621.80
T/W-623.75 I 1 I
22.93 0 1
621.70� 621.70� 622.12 622.21 622.43
Know what's below.
Call before you dig.
621.76 621.75622.18 622.91 55 623 1
I GRADING LEGEND
22.96 EL :622.09 ��
T/W=622. 7 0 624.0 0 r I FLARED END SECTION
� I ' I
622.00
624.00 . I I I
ENDWALL SECTION
24.04624.00�
622.03 6200 GARAGE �624.00 I ELEV:622.44 I = I CATCH BASIN
1 122.53 LF 15" RCP I I I DROP INLET
V BUILDING / ELEV:622.76 ® 2.20%
I ■ STORM SERVICE INLET
u O 624.50 0
624.40 / / • STORM SERVICE CLEANOUT
JI 623.90
624.00 FFE=624.50 624.53 623.80 \�' I O JUNCTION BOX
/ 624.03 ELEV:623.18 623.30 -01
r
0 I ��► DRAINAGE FLOW ARROW
T \
624.50
6
.50
/
1h
1
6
.50
624.71
e I i
N
LINE BREAK SYMBOL
35.0
LF 1
" I
P
624.39
624 624.03
624.21/
624.74
250.50
C� 0.
1%
623.8
624.58
62424
.623.8
II 1 ' I
250.00
TOP & BOTTOM CURB ELEVATIONS
CB-
10
624.00
624.45
624.08
624.06
I
I
T/C622.2
11 rr
623.81
623.91
ACC
623.37
r
\TW=223.00
TOP OF WALL ELEVATION
INV
N=618.
(CB
r3
TOE
DG)
CB-3
624 gg
624.06 623.92
I
BW=213.00
BOTTOM OF WALL ELEVATION
INV
UT=61
I
T/
24 7,5
624.38
623.56 623.42
o
(NOTE: BOTTOM OF WALL IS GROUND
1
.00 (CB-328)
6 46
I
I
ELEVATION NOT WALL FOUNDATION)
INV
T=6 5.90 624.29
Ir
I I
-
V
624.31
624.51
I
+ 250.60
SPOT ELEVATION
623.60
I
N 0
I I
STORM DRAINAGE
I
624.00
623.70
625.08
N L m I I
I
STORM SERVICE LINE
RIM=6 2.06
INV IN 616.1(
INV OU =613.
CB-30
T/C=6 2.24
INV IN 612.6(
INV IN 618.0(
I
I
1
179.76 LF 36"
® 2.11%
�IZB-311
T/C=625 82
INV IN=6 4.50-31
INV OUT= 614.00
ai�
14h,
627.05� I
626.93„
624.58 624.50 DI-326
624.00 624.13 ACC RD RD RD
624.00 T/G=623.40 I 1
I 0 ROOF DRAIN, 8" ADS
4�624.34 INV OUT=618.90
05) N I
II I� 6 4. 0 623.84 °° 0, NON -PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MIN.
/ 624.30 6
STORM SERVICE 624.03 623.66 623.80 rn I I COVER PVC SCHEDULE 40 IN
CLEANOUT TYP. 623.53 6624.20
(TYP.) I TRAFFIC AREAS
3111) TP TP TP TREE PROTECTION FENCE
10) 624.00 624.00 - - - I
IG I LID LID LIMITS OF DISTURBANCE
REFER TO AMENITY PLANS FOR DETAILED GRADING AND ELEV: 624.01 i I I I WOODED AREA
DRAINAGE OF AMENITY AREA 624.00
ADS DRAIN (TYP.) 137. LF 15" RCP I I
250 MAJOR CONTOUR
® 1 4% I
I 252 MINOR CONTOUR
ELEV:624.17
I
624.00 �J to I i--Z_ iu------ EXISTING MAJOR CONTOUR - =-252- -- EXISTING MINOR CONTOUR
I
ELEV:624.28 I - EASEMENT LINE
o I�
- 624.00 „ HDPE STORM 1
ACCESSIBLE PARKING AREA
-- --- SERVICE LINE AT GARAGE rnI I i (2% MAX. SLOPE IN ALL DIRECTIONS)
1.0% MIN. (TYP.) -I
624.00
624.00
ELEV. 624.40 rT1 Uj
�
I
rn
I
I
�2
m
�I
�o
I
CB-328
ELEV: 624.52 rn
/j
T/C=622.94
I
4
NV IN=617.95 (CB-329)
`O
1 V OUT=617.85
r
624.50
❑
622 5
CB 329
T/C- 22.90
:624.65
624.00
624.48
624.00
622 5
INV 0=618.00><
1
I
623.17
I I
7.16 LF 15" RCP
622.67
623.88
626.50
0 0.70%
623.74
626.00
623.24
623.50
:1I
EX. FIRE HYDRANT
624.41
622.
624.50
II
o
I
(TYP.)
623.91
622.40
35
623.85
6 26
624.00
62506
.76
:
623.32
622.
22.
624.56
6
J
622.82
623.74
624.75
624.79
623.24
624.25
0
24.29
623
�
I
623.51
624.34
624.90 \
I
Io
I
625.8
62301 .
623.84
624.40 \
625.30
623.46
624.37
�624.88 \
�
I
627.24
622.96
623.87
624.38
626.74
624
626.65
/
\
EX. OVERHEAD LINES
I
625
/ rep�
°
6
/ / j / � j/i�
/
EX. POWER POLE WITH
/ /
GUY WIRE (TYP.)
627.01
/
/ !
�2
=
o
I
626.551
/ /// /
ay/
ou
` o
625
--------
626
627 - - -
I
629 628
_/
631 630
oU
dl -� /
70
/ dl-dL
�i/7 // // / / // // /"•�/
dl dl dl. di dl di 1 dl dl dl dl dl dl dl di
/W-632.0 B W=632.11 B/=631.79 B/W=6 1.41 B =631.00 B/W=631.00
CB-405 T W=632.05 T W=633.31 T W=634.11 T W=634.27
T/C=627.71 RETAINING WALL _ -\\ - - - -'�' / ��' / / / / /' / / / / �P
INV IN=620.00 (JB-406) - - / % - - -� - - - -/ / / / \
(DESIGN BY OTHERS)--____-��-���---------�---
INV OUT=619.90 -�_�_-_-1
EXISTING
PIONEER AVE / �1?0
(PRIVATE ACCESS) / \00
NC GRID (NAD83)
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-G1
CHECKED BY BGP
DRAWN BY JBW
SCALE 1" = 20'
DATE 06. 18. 2019
SHEET
GRADING AND
DRAINAGE PLAN - SE

RIP D50:RAP 0.5 FT ON (FES-100) 0 RETAINING WALLS SHALL BE DESIGNED AND ALL CONSTRUCTION SHALL BE IN ACCORDANCE
LENGTH: 10
WIDTH 0 PIPETOUTLET: 3.75 FT SUBMITTED FOR REIVEW/PERMIT SEPERATELY WITH THE CURRENT CITY OF CHARLOTTE LAND
WIDTH ®OUTLET END: 9.25 FT DMAX: DEVELOPMENT STANDARDS MANUAL
0.75 FT O 1
THICKNESS: 1.2 FT �Q
8" HDPE STORM
20' STORM DRAIN EASEMENT `� p1 SERVICE LINE AT
T 617. �� ��614.10 1.0% MIN. (TYP.)
613.60
\ \ M 614.03
=FyY8.4.41 i' 614.15 614 613.53
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
■
L B �616.2 B W=613.85
�W 614.28 613.65 614.15 /
// V T 1 0 B- 1A) $ �' / 61 ��1/ 613.65 11 T/W=624.62
EXIT.- SMH05� \` / s, /i3.
\ \ F P 2 F 1g 6tio 0ti 6L 614.25
IN 13.15\ \ / 7 • 613 h 1I 61�/ s2 i F'
INV.MI(W)= .10 \ 61 61 6 s 614.83 613.75 B/W=620.88 624.69
GARAGE 614.33 / FFE=614.84
�
= = = M M M
IIIIIII
s + + 614.44 rm m m ran m m 614.83 614.E FFE=625.00
u' 614.33 614.17 T W-620.57
B%W=614.54
CB-1016
T/C=N ADS DRAIN (TYP.)
�11. 3 �D Q0 / to � to /
INV OUT=616.25 \ / + 0' STORM DRAIN EASEMENT > > > > > > o RIM=620.00
614.48 w J LU LU J J J LU/
4,56 LF 15" RCP _ + w LU LU LU LUw N
1.10% T61A
8' T/C 621.74 I i �' / a /
30' CHARL E WATER I 614.83 614.83 N /
SS INV IN 616.20 >t1,1� \\\ \' SANITARY/SEWER EASEMENT I B/W=614.52 `O /
INV IN= 6.25 (C 1�02A) \ + / xl i T/W=624.48
INV OUT=6 .00 \ \ \ \ \ / I �� T W=6 1. 8 B/W=614.53 4 7 24.50
5.01 LF 15" P 20' I T/W=625.08 T/W=625.51
CB-10 J 1.00% \ \ /� / / I I _ _ _ _ _ - _ __ _ - B/W=614.55 - - B/W _614.52 - - - - /- �17
62486_'� /xI�RETAINING WALL WITH
INV OUT 61 60 T/ 21.74 \ \ \\\ J / I I DI- / SAFETY RAIL / /
\ \ J I I �� T/G=623.16 / (DESIGN BY OTHERS)
INV I 6.55 (CB-102 \ INV IN=617.80
�4.62'
4F 15" RCP \ � � - -
1.0 .� EX. - 9 IN= 1 0 (CB-103) \ -
CB, INV .70 l
\ RIM=622.94 N INV 0 - 0 I
INV.IN(N)=612.54 T/C=622.93
& 606.94 63.86 LF 15' \INV IN=617.70 (CB-105) / 43.53 LF 15" RCP
INV.IN(W)=606.94 0 1.027. INV OUT=617.60 ® 0.69% - - - -
INV.IN(S)=611.09 �ss \+ \ \ /�/x - - - -
////
c, V.OUT=606.09 \ \ �� C OS
\ 2 .00 LF 5`�CP\62 \ I 1
�+. C� 00% + ,\\ �:/ /C=623.18 / 1 II----- ---- / / sty
INV OUT=6.20 (CB-206) / �� _ _ _ _ _ _ ga &gyp_SPA R K-D RtI V� E� /
CB-1 � INV OUT=618.10 / /-- \ \ I 1 I � / _
\ - - T/C=6 .93 35.00 LF 15" RCP / / / \ \ \ 11 - - - - - - - -\72' PUBLIC R7W)
INV IN=6 7.35 C 104)
\ \ \ 623 INV OUT= 7.2 PC,G 62� ®o.ss% c \ 1(�
1
------__
\ \ _CB-206
\ \ \ \ \ \ / L T V 3.11 .60 (DI-20 I I
\ \ 93.59 LF 15" RCP ` i � I
\ ® 2.46% �\ INV 0UT=61�_-
9 624 / i � -627- ,
' �626.25
\ 625.00 627.25 627.2 627.25 627.2 627. i 26.25 626.25
627.25
625.00 / ���, /
VARIABLE WIDTH CHARLOTTE
\ 333.09 LF 15" RCP rn WATER EASEMENT
g i / 627.25 1.21 %
\ \ 1JI-2o7 BUILDING /
T/G=624.81 Imo\ CB 105 INV IN=622.24 (ADS-208) 4 O
\
9 /
T/C 625.20
INV OUT=619.00 FFE27 75
/
1 �
SEE SHEET C3.04 i Know what's below.
__________________ Call before you dig.
BUILDING
1
�5 1
1
1 NC GRID (NAD83�
1
624.51 624.00 623.28 623. 0 W NE
624.00 624.00 623.00
1
SW SE
\ 1
J r-I F_ F_ I I\ F_ T
/ ! 1 NTS
1 GRADING LEGEND
1
0 FLARED END SECTION
ENDWALL SECTION
CATCH BASIN
RETAINING WALL WIT SAFETY RAIL -
(DESIGN DESIGN BY OTHERS DROP INLET
■ STORM SERVICE INLET
_ • STORM SERVICE CLEANOUT
- O JUNCTION BOX
�� ► DRAINAGE FLOW ARROW
�626.25 626.25 626.25 625.00 62�.71 .v LINE BREAK SYMBOL
J 250.50
1 250.00 TOP & BOTTOM CURB ELEVATIONS
�TW=223.00 TOP OF WALL ELEVATION
I BUILDING II 1 I BW=213.00 BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUN
/ rn INV 0 T=620. - 626.25 ELEVATION NOT WALL FOUNDATION)
/ \ �0 Co 627.25 I - FFE=626.75 I \ 1 + 250.60 SPOT ELEVATION
/ 9 s2S \ I I 627.25 626.60 / STORM DRAINAGE
\ \ I I I 26.65 626.68 / i
626.77 � 626.75 � / / / \ ; STORM SERVICE LINE
7.25 _ .�Y"
/ / ( \ I RD RD RD ROOF DRAIN, 8 ADS
1 / / / / 1 NON -PERFORATED TUBING OR
627.25 / / / \ \ 1 EQUAL 1.0% MIN. SLOPE 3'
MIN.
COVER PVC SCHEDULE 40 IN
627.25 TRAFFIC AREAS
626.03 I 1 TP TP TP TREE PROTECTION FENCE
627.25 62 .35 -- 626.25 126.2 LD LD LIMITS OF DISTURBANCE
627.25 . 627.25 J 626.20 626. 626.25 626.25 1
p s 627.25 27.25 627.25 626.25 626.25 626.25 WOODED AREA
ADS DRAIN (TYP.) RIM=627.00 626.89 626.64 627.17
\ I 1 250 MAJOR CONTOUR
_ > \ \ 625.93 625.90 626.02 1
627.25 �- / 626.39 626.07 625.88 625.52 252
MINOR CONTOUR
_ \ ESTG OR COTOR
627.25 626.55 626.02 1-------2�u-
--- XIINMAJNU
627.07 STORM SERVICE 626.05 625.52 1 _______ EXISTING MINOR CONTOUR
_ \ N CLEANOUT (TYP.) 625.97 ACC ACC ACC VAN VAN ACC ACC ACC 625.60 252
626.73 625.96 625.20 625.67 1 - - EASEMENT LINE
62
626.23 625.17 1
627.25 8" HDPE STORM 625.66 ACCESSIBLE PARKING AREA
SERVICE LINE AT
s625.16 625.75
25 625.25 (2% MAX. SLOPE IN ALL DIRECTIONS)
627.25 626.90 1.0% MIN. (TYP.) ti� \ \ ■
626.40 626.74 °
627.00 626.24 \ \ \
/ \ 8" HDPE STORM 627.25 \ \
SERVICE LINE AT 625.50 625.35 625.01
�/ \\ 1.0% MIN. (TYP.) 625.00 624.85 CB-314 624.51
627.25 T/C=62
4.71
INV OUT=61619.25
627.25
625.30
625.55 624.80
/ I I 627.25 / \ 625.05 625.16
624.66
625.40 624.82
I / 624.90 /I
624.91 624.32�
VARIABLE WIDTH CHARLOTTE 627 25 / 6625.35 24.85 624.41
WATER EASEMENT �- /
BONNER BRI GE s
• I � 627.25 6
(71' PUBLIC �IW) I I i 627.25
AREA DRAIN (TYP.) N ®.98 6L15" RCP t
RIM-627.00 Ul
/I IN, //// // / -- 627.25 626.66
627.25
627.25 / 626.09 625.23
00
I
o rn omo
I'o Ln Lri vi 626.20
627.25 627.75 627.75 626.95 � � � � N � 625.70
627.00
627.11 / LU LU LU LU LU J J J J J J 627.71 - LU ILIA LU
GARAGE LU LU s
2
624.65
K4.42 0Z0.U0 625.25
625.56
625.50
625.00� 626.11
625.61
�624.64 625.78
1
624.86
624.36
1
CB-313
1
T/C=624.82
INV IN=617.25 (C -314)
1
INV o
SYCAMORARDENS LN
1
(PR ATE STREET)
1
625.57
1
625.07
1
/ rn
I �o AREA DRAIN 628 s27
RIM=697 nn RIM=627 00 629
9 I �---- 631 632 631 630 1
- 633 632 1
_ � 1
_ _ _ _ dl di di d! d! d! d! d! d! di d! d-L & di dl d.L dl di di di dl d-L di 1
- - - - - - - - - no no 9 - no no no - - B W=632.72-B/W=632.42 B/W=632.21 B W= 2.00 B W=632.00 B/W=632.00 B/W=631.69 B/W=631.29
Lo LD ( (M) -(M) (A T/W=635.14 T/W=634.55 T W=637.76 - _ - = T W=636.12 T/W=634.60 T/W=633.08 W=631.78 -
EX. POWER POLE WITH �h in- - / ) ( O \ \ _((M` ��- (M� EX. MARKED ELECTRIC
(M) (M)-� (M)� LINE RETAINING WALL (DESIGN BY OTHERS) _ - - - - - - - -
GUY WIRE (TYP.) / \ / _ / 1
\ i EX. OVERHEAD LINES EX. MARKED COMMUNICATION - - __ _ _ - - - - -
9 ` \ / - - - - - I C\I
- - - - - - - - - - - - - - - - LINES � 1 O
EXISTING �- 1 m
1
PIONEER AVE (S.R. 1318) tea, (n I On a, � I, -poi EXISTING - �I� \\ � 1 LU
PUBLIC R/W) PIONEER AVE 0 1 w
(MB 43/329) \ A9 I EX. WATER VAULT X2 ( ) c 1 =
EX. CONC. SWALE PRIVATE ACCESS EX. OVERHEAD LINES
G EX. WATER VAULT (TYP.) I 1 Vi
(EXCEPTION #16) 0 I I �I , I I CONTINUES
CEABLE WATER LINE _ _ I LU- - - - - - - -
- - - - - - - - - - - - - -
v-- W w\ I Iwl V w I L_ w w-LTA -w w w w�w- ■
NC GRID (NAD83)
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
U
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491 Fj�3i
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-G1
CHECKED BY BGP
DRAWN BY JBW
SCALE 1" = 20'
DATE 06. 18. 2019
SHEET
GRADING AND
DRAINAGE PLAN - SW

RETAINING WALLS SHALL BE DESIGNED AND ALL CONSTRUCTION SHALL BE IN ACCORDANCE CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
SUBMITTED FOR REIVEW/PERMIT SEPERATELY WITH THE CURRENT CITY OF CHARLOTTE LAND LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
z DEVELOPMENT STANDARDS MANUAL OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
/ O
/ 1 m
/ 1 U
LU
LU
/ 1 W
V 1
V 1
`_ 1
V 1
/
1 V
V_
/ \ / V // V
1
V
V // V_ I
V
V / V V - �'
V �--_- 1
J y/ /V_V/� v- --- `�t�RADING LEGEND
/ V 1
V_ j,- j V 0 FLARED END SECTION
' / V / / V V 1
VTOP OF V I V U ENDWALL SECTION
BANK (TYP.) V
V / V V--1 V CATCH BASIN
V /,-/ V / / / \
/ V / DROP INLET
V / V / / V / 1 V ' ■ STORM SERVICE INLET
EX. 20' PERMANENT DETENTION / /� // /� V// V /� V 1 • STORM SERVICE CLEANOUT
EASEMENT (DB 20094/879)
�' 35' UPLAND ZONE - - - - \ APPROXIMATE LOCATION / // V� /� V / V / I V O JUNCTION BOX
_ - - DEED ILLEGIBLE / / /' / V V V ,\ DRAINAGE FLOW ARROW
- - - .(EXC PTION #38) / // \L / V V 1
- N LINE BREAK SYMBOL
9 / V V 1 250.50 TOP & BOTTOM CURB ELEVATIONS
/ NATURAL AREA t1.80 AC � / /'" di_ V 1 V
- dl
/ - - _ \TW=223.00 TOP OF WALL ELEVATION
TOP OF / // / // LD BW=213.00 BOTTOM OF WALL ELEVATION
/ - - - - - - - -_BANK (TYP.) o�F/ �� (NOTE: BOTTOM OF WALL IS GROUND
/� ELEVATION NOT WALL FOUNDATION) Q
9 + 250.60 SPOT ELEVATION
STORM DRAINAGE
\5) a> STORM SERVICE LINE
RD RD RD
/ STREAM ,� ROOF DRAIN, 8" ADS
` E �� �° NON -PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MIN.
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
TPTPTP TREE PROTECTION FENCE
LD LD LIMITS OF DISTURBANCE
WOODED AREA
250 MAJOR CONTOUR
�\ \ /i
LD LD LD LD LD LD LD 252 MINOR CONTOUR
y
\ di - dl - dl - dl - dl dl dl __ � / 1
\ r dl LD % / /----��u------ EXISTING MAJOR CONTOUR
dl ____ 252-
\ ------ EXISTING MINOR CONTOUR
bps
60;7 5 / °� / I / - - - EASEMENT LINE
ACCESSIBLE PARKING AREA
607 I l` / I / I 1 (2% MAX. SLOPE IN ALL DIRECTIONS)
\ I I 606
605
/W=608.00 604 �� -�/ _---� / / I 606( -
-_------ // I C -_----
604 -- -__
l
603
PLO% / I II I I 2' STORMWATER CONT9''OL
ACCESS EASEMENT $T RMWATERCONTROL
MEASURE
6p9 i I T/W=610.70 (SEE C9 SERIES SHEETS)
B/W=608.00 24' STORM
DRAIN EASEMENT - - -
RET IN+NNG-WALE-WITi-I-------
/
/ 'WW=60 00 /"= P/W=60
=613.67 8.00
1
-T W=613.95 T/W=614.14
=2U0
W=613.25 EW-300
Iip�l/ 1 - / 612. 0 1 613.33 -
Know what's below.
Call before you dig.
/ a> b 1.5.2t) D5D D.5 F I 1 b I Z. I V - - -
/ 612.75 LE
N THI: 10 FT 1 j 1 I 613.22 613.31
/ I / / �J��O o a ' / / ®• 6% P SANITARY SEWER EASEMEN .23�2% 36" RCP i 612.72 613.62
y WID PIPE OU ET: 3.75 F 612. 4 613.34 1
`0� / i WID OUTLET E D: 11.25 F, 612.84 20' STORMWATER CONTROL
614.30 DM I 0.75 FT1 ACCESS EASEMENT 1 _
/ 613.801-
THI N SS: 1.2 FTI / / - - L--
--------- -- -- -- ----- ----- --- 1 -- -- ---- ------ ----------------------------------
613.19 i i 7 CB-301
T/C=612.09 6 3.25
612.69 / / T/C=613.22 I
INV _ 1 12.75---------------
INV IN=603.90/// �� / ' % `O ALMA GROVE LN % j INV IN=607.10
(BBDGOTO CB-201) 612.83 w N / / / iINVA T�fiO3.8pJ6-302)--------
/ (PRIVATE STREET) ' INV OUT=603.50 612.33 04 / / / y
/ \P 6° / .� 614.53
614.03 613.01 1 612.99 / 613.15 / 4.00 / //�8�/
/�1 / 612.51 1 612.49 % 612.65 611 / /613. / 61�3.56 1
6 614.68 / L---------- --- ------------------ -- -------- --1 -, - -------------- �---------
/ / / / / C1-3. / 7 r--------------------
/ 614.18^ / i / 613.25 12.69
- � / / / / / /� / \ 1 61345
/ /,-/ 1�' 614.83 �' 614.37 613.95 / 612.75
RIP RAP APRON (FESf 100) � / � 614.33 �
/ 6 613.45 y-- 613.18. �/ ' \ ACC AC �
D50: 0.5 FT TOP 0� - 6 3- _ 613.87 / -FiiS3 /
/ 612.98 - 614.26 614.27 \ 1 614.27
LENGTH: 8 FT / / BAfX (TYP.�p ay - - T 61° 14.33 614.49 613.90 613.52 / 312.81 6131.76 I 613.77 \ 613.77
WIDTH C� PIPE O&FLET: 3.75 FT / /'' / / 613.99 613.40 613.02 / 613.15 613.50 / \ 1
WIDTH @ OUTLET END: 9.25 FT / ai ' / 612.65 613.00 -_---_ 613.77
DMAX: 0.7y FT/'" / / /� / / , 8" HD
STORM \ -�
THICKNESS: 1.2 FT / / / / / / / /
E CRlE� \ 613.77
615 , / �' % 613.118 613.68 1.0% MIN. TYP. _ 1
613.58 - lll� 1 613.87
LD / <o / / / �' 614. / STORM SERVICE 613.85` 6134 614.34 614.34 _
EX. ELEV.: �' 613.59 / CLEANOUT TYP.
20' STORM / ( ) 1:1
613.87
/ LD DRAIN EASEMENT 614.15 1 614.34
i //
613.60 614.03/' ' / �I SEE SHEET C3.03 1 SEE SHEET C3.02
54,/1/C �\ ` /� �i /� „ S`' /� L61'8.41 ��' 614.15 614 613.53 BUILDING 1
EX. "R _ B/W='=616.2 613.65 614.15 B/W=613.85 / 1
\ 9 614.28�
PO V 1 0 B- 1A) �� 613.65 11 T/W=624.62
1
An
I
NC GRID (NAD83)
F p 2 1g 6,L° 6ti 6 ' 614.25
7 • 613 61� 6�h 6^6 61I rc;l /��2� 614.83 613.75 T/W=620.68 624.69 1 0 l0 20 40
GARAGE B/W=614.84 / FFE=614.84 GRAPHIC SCALE
\\ I I 20 STORM DRAIN EASEMENT
FFE--
625.00 1 inch = 20 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-G1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1" = 20'
DATE
06. 18. 2019
SHEET
GRADING AND
DRAINAGE PLAN - NW
C3.04

DONATED PROJECT NOTES
PRIVATE WATER NOTES
��
CONTRACTOR SHALL NOTIFY NC811�� 811 ) OR1-800-632-4949 AT (
NOTE: REFER TO CLT WTR APPROVED PLANS FOR
ALL(
CONSTRUCTION SHALL BE IN
DETAILED DESIGN INFORMATION OF PUBLIC SEWER
MAIN.
ACCORDANCE WITH THE CURRENT CITY
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
•
1. THIS REVIEW PERTAINS TO PRIVATE WATER PERMITTING OF THE PROPOSED
NCDEQ (FORMERLY NCDENR) AND THE NORTH CAROLINA UTILITY COMMISSION (NCUC)
PRIVATE WATER MAIN ONLY.
SHALL BE CONTACTED AND INFORMED OF PROPOSAL TO SUB -METER PRIVATE
OF CHARLOTTE LAND DEVELOPMENT
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
NC GRID (NAD83)
2. APPROVAL FOR BACKFLOW REQUIREMENTS IS NOT PART OF THIS REVIEW.
DEVELOPMENT BEHIND CHARLOTTE WATER MASTER METER AFTER PRIVATE SYSTEM IS
ALL BACK FLOW THER
ABOVE GROUND UTILITE ST MUST BERS DE SCRALLEENED
STANDARDS MANUAL
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
BACKFLOW PREVENTION REVIEW ENTAILS PLAN SUBMITTAL VIA MECKLENBURG
PERMITTED AND CERTIFIED IF SUB -METERING 15 OR MORE UNITS OR WILL BE SERVING
FROM PUBLIC ROW.
COUNTY'S CODE ENFORCEMENT PERMITTING PROCESS AT THE TIME OF
25 OR MORE PEOPLE (E.G., EMPLOYEES): CREATING A "PUBLIC SYSTEM" REQUIRING IT
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ".
W
NE
APPLICATION OF BUILDING PERMITS. BACKFLOW PROGRAM REQUIREMENTS ARE
TO BE REGULATED. ADDITIONAL REQUIREMENTS AND PROCEDURES DETERMINED BY
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
AVAILABLE AT
NCDEQAND THE NCUC SHALL BE ADHERED TO ACCORDINGLY.
HTTP:HCHARLOTTE NC.GOV/WATER/PAGES/BACKFLOWCONSTRUCTIONGUI DELI N ES.ASPX.
PLEASE CONTACT MARK KROUSE AT [phone] FOR MORE INFORMATION.
NCDEQ REQUIREMENTS:
EXISTING
ANY REVISION TO THE SERVICE CONFIGURATIONS AND/OR METER LOCATIONS
WILL REQUIRE RE -SUBMITTAL TO BACKFLOW PREVENTION.
• APPLIES TO 15 OR MORE SUB -METERED RESIDENTIAL OR COMMERCIAL UNITS OR
SUB -METERED COMMERCIAL UNITS SERVING 25 OR MORE PEOPLE (E.G.,
SILVER CRESCENT DRIVE
Know below.
/
(61' PUBLIC R/W)
what's
SW
S JE
3. NEW REQUIREMENTS AS OF JULY 1, 2019 REQUIRE THAT PERMITTED LINES
INCLUDE ONLY DOMESTIC 2" AND LARGER MAINS THAT SERVE MORE THAN 1
EMPLOYEES), CREATING A "PUBLIC SYSTEM"
PRIVATE WATER DISTRIBUTION PLANS SHALL BE PERMITTED BY NCDEQ (INSTEAD
(MB 48/980)
Call
STRUCTURE. PERMITTED LINES FROM METER TO BACKFLOW ONLY.
OF CLT WATER) AND PRIVATE SYSTEM WILL BE REGULATED.
(EXCEPTION #31)
before you dig ■
4. CLT WATER PRIVATE WATER APPROVAL INCLUDES PIPING BETWEEN METER AND
NCUC REQUIREMENTS:
/
BACKFLOW ASSEMBLY ONLY. THE REMAINING PRIVATE PLUMBING, INCLUDING
. APPLIES TO 15 OR MORE LEASED, SUB -METERED RESIDENTIAL ONLY UNITS (WR OR
/\
\
SHEET KEY
THE BACKFLOW ASSEMBLY AND BEYOND, SHALL BE
REVIEWED/APPROVED/INSPECTED BY MECKLENBURG COUNTY LUESA CODE
WRN)
- WR: APARTMENTS, CONDO'S AND TOWNHOMES
NTS
/
ENFORCEMENT.
- WRN: SINGLE DWELLING
- REQUIRES CUSTOMER TO SUBMIT APPLICATION TO NCUC INCLUDING ADDITIONAL
OBAN PASSAGED
\ //
VE /'
EX. FES ELEV.:590.55' UTILITY
LEGEND
CLTWATER BACKFLOW PREVENTION NOTES: CLTWATER Tracking Number 20194902
DOCUMENTS AND FEES
- NCUCREVIEWSANDAPPROVESAPPLICATIONANDISSUES"CERTIFICATEOF
AUTHORITY" IN WHICH THEY ESTABLISH WATER AND SEWER RATES.
(60' P U B LI C R/W)
(MB 48/13)
N'
/ '�� / /r
l
EX. SIP
EX. ELEV.: 59
EX ELEV • 594 3'
FIRE HYDRANT ASSEMBLY
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS
PIPING, HYDRANTS, FIRE DEPARTMENTS CONNECTION POINTS, OR
OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY
LINE BETWEEN ANY WATER METER AND IT'S CLTWATER-REQUIRED
BACKFLOW PREVENTER.
2. EACH CLTWATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A
CLTWATER-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE.
EX. SSMH #20
RIM=626.80
INV.IN(N)=616.8
INV.IN(W)=616.8
INV.OUT=616.65
\ EX. WATER VAU
WATERLINES TO BE PERMITTED
Size (Inches)
Material
Length (LF)
6"
PVC
18
Number of Hydrants
0
TOTAL LF
18
- WR OR WRN DESIGNATIONS ARE ONLY EXEMPT IF WATER AND SEWER FEES WILL (MB 48/980) \ FIRE DEPARTMENT CONNECTION FDC
EX. SSMH 1 EX. CB (FDC)
BE PAID AS A PART OF RENT # (EXCEPTION #31) / �; � EX. SPILLWAY
qRIM=606.54 RI 599.07
-APPLICATION STILL REQUIRED TO BE SUBMITTED TO NCUC SO THEY MAY ISSUE 1NV.IN=596.84 \ EX. CB INV N: 591.57 �/ �� �� / C, / , � H WATER VALVE
"CERTIFICATE OF AUTHORITY" INV.OUT=596.44 \ Q RIM:603.29 INV. OUT: 591.47 // /�
(9, INV.IN: 597.29 �/ k� ��0 R9' EX. STORM WATER DETENTION C3 METER & VAULT
EX. TRANSFORMER \ S INV.OUT: 623.3�j EX. SSMH #19 �� �% �EASEMENT /� / (COMBINATION & IRRIGATION)
FIBER BOX TELE \\`� \S / RIM=600.42 �j �A (MB 43/329)
EX. REBAR ` `Q INV.IN=589.77 / I �� �FFF� \ / Ag (EXCEPTION #16� BACKFLOW PREVENTER
\ \ INV.OUT=589.57 / '' 1?5 i 1
(FOUND)
ooF
`'k- 11�1 \ \ EX. CB '�
y �� Q�1 \ /
/ j
REDUCER
Issuing Project Permit Number Date
EX. REBAR
(FOUND)
5�O 1`L
�0 ��'
RIM: 599.93
EX. C� \
EX. 42" I
'
I
/OAS
/ I NI\
u
PLUG
RCP NV.OUT:596.43 ��
42'
Signing Official Title
o-►�
BLOW -OFF ASSEMBLY
EX. SSMH #18
/
,
SERVICE CONNECTION HAVE BEEN APPROVED AS PART OF CLT WATER
EX. PROPERTY BOUNDARY
/ /
/ /
_
\ RIM=601.47 0 Q ��
INV.IN=591.17 c�
/ //
/- 'Sjs
/
/
/
•
SANITARY SEWER MANHOLE
DONATED PROJECT 100-19-089(W) AND WILL BE INSTALLED BY THE
EX. WALL
/ /
/
�\ V.OUT=591.37 8" SS ;�
h
EX. HE/�A6VVAb /
-- EL : 5 6'06 / I
EX. REBAR (FOUND)
•
SEWER CLEAN -OUT
DEVELOPER'S CONTRACTOR.
i /
_ -_
EX. BENT REBAR /
\ \ \ /
MP Q //
r N 509394.87
SEWER FLOW DIRECTION
(FOUND) q //� EX. INV OUT:5 6.06' E 1422697.55
CF: 0.99984889 1> ARROW
EX. SSMH 15 1 (NCSPC; NAD83)
SNOW OR FORMERLY / \ / MP , / i / / RIM=591.48 I 1 qL POWER POLE
SHLP GRAMERCY SQUARE AT / - - - / / INV.IN=582.68 I I (T POWER POLE
AYRSLEY LLC C/O FELLERS, / /� �'� - ¢ -� 1 _ INV.OUT=582.4 WATERLINE
NV IN:591.27
SCHEWE, SCOTT, & ROBERTS, INC I' �/ LL/ E V 591.24'
�: r I / EX. SIP I I I WATER SERVICE LINE
DB 25679/773„� -� -----------------
EX. CB
-WETL 1EF �/ %� I UTILITY SLEEVE
�aj/��v� / DELlgiE f,E Y MCADAMS� �\"�� -----------------
/�"EI�GII�E ING \ 1 I SANITARY SEWER
EX. BENT REBAR /mJ // LL ��` B, NO: ,ALL��I9�000 � � � � �. \ � w I
(FOUND) _ _ - - QC) / DATED: 513X2019� - Z = ! / LL EX. CB I I SEWER SERVICE LINE
�l LL.Pu LI�H-"(I�F�ER T0\ _ �" -�-' "" ' � EX. APPROXIMATE o
/ / \ ✓ / /// = CLT 1�1TR pLY�NS� , / z LOCATION OF I I OU OU OVERHEAD UTILITY
-� ��_= . w .� w .� �C �_ _ =\ / / / BURIED STRUCTURE I 1 I I - - EASEMENT LINE
- I
REFER TO CLT WTR PLANS FOR PUBLIC 8" ,I
SANITARY SEWER MAIN CONNECT�N TO i i i i i - FIRE ACCESS PATH
EX. 20' PERMANENT DETENTION / / / EXISTING MAIN II EX. PROPERTY BOUNDARY
EASEMENT (DB 20094/879)
APPROXIMATE LOCATIONDEED
(EXCEPTIONBLE #38) EX. SIP �p�%� �� /� I / x
N0 l _ I - FIRE ACCESS PATH. ALL PATHS SHOWN ARE WITHIN
750' OF HYDRANT AS THE TRUCK TRAVELS (TYP.)
SILVER CRESCENT DRIVE \I / VARIABLE WIDTH CHARLOTTE
--� / WATER EASEMENT I
WINDSHIRE LANE \ \\ �� -; - '--__� (72' PUBLIC R/W) ; �`' - I o
PRIVATE DRIVE \ \ \ / j j / I I ' �" I I EASEMENT EX. ROCK FILL AREA
ORMWATER CONTROL / / I
EXISTING o�/ / \ 1 1 I MEASURE i / LEASING/ I (EEXCEPTON #12)
2 BONNER BRIDGE COURT ���� 1 / / CLUBHOUSE
��/ I I I FIRE ACCESS PATH. ALL PATHS SHOWN ARE WITHI I EX. PVT. FIRE
�S (60' PUBLIC R/W) �°� ��`0j� �J j 20' STORMWATER CONTROL 750' OF HYDRANT AS THE TRUCK TRAVELS (TYP.) I I (TYP.)
s MB 48 13 G 1 HYDRANT
( / ) �0ti oFF / / / I I i ACCESS EASEMENT RETAINING WALL i , K
\ (MB 47/649) Q /-' I - r----, DESIGN BY OTHERS v EX. EDGE OF WOODS
ss ` EX. SIP (EXCEPTION #23) 50 / / / / I \ 24' STORM I( ) ❑ ❑ ❑ A
DRAIN EASEMENT \ EX. MARKED
\ c o 0 1 I COMMUNICATION
/ / I L 0 1y LINES
EX. REBAR FER TSa'L`Yr WTR PL S'FOR PU LIC 8" / I / 20 STORM D rrnn
a/ 83' EX. TRANSFORMER FOUND SAN A�R MANHOLE'
MAIN CO -FOR P N TO / / I I j DRAIN EA ENT I z I
0/ �`33j•. �CATV ( ) / iclS ITIT MANHQhE� �-E---------ELI: ---- -.. MAILAND
I POOL EQUIP M lu r'
EX. YARD INLET i i i i ,ZQi QHARLQ'TT,E WAT�Ri i i i i i i i i IL�� ��� ��� ��� ��� �1� y i A i I N --I
RIM: 620.31 -'/ / / I / / SANITARY SEWER E EMENT I ��-' I
/ / / / /� % \-ate o� III
EX. LIGHT POLE / �\�
/ ,/ FP \ / I-------� ----------------------------------------------------- z D
/ \ (TYP.) i / ��� I I _ - W-WV STREET - - OL D C I < m "� 1
\ f / ,o� �y
\ EX. ELEV. / /' p�/�� m czi
\ rn
EX. POWER POLE
EX. .\ �.24' / / , p F� / / � / � i ' U
� � � (TYP.)
G - - EX. WAL \ 8' / / / I -I m I I 1
�' ❑ RETAI ALL
\ �\ EBAR �i `�\ / / �' , - - - - - - BUILDING (DESIGN BY OTHERS) I 17T,
o 1 1
-------
P I / i �� 'FDC: SERVES SPRINKLER SYSTEM ❑ O \ (ESI NI ALL � r I o 1
\\� (FOU ) / / I DESIGN OTHER -1 mCn
EX. 7'X7' OUTLET \� EX• RC \ \ \ i�/ / Z U' 1 _
STRUCTURE EX. S 8 / L / �' BUILDING (n 1
CA
TOP: THROAT:
' - SD �- sq =623 \ �' CARRIAGE ❑
THROAT:6114.4 \� \ IN Nj 61 / / , / +/ �� , BUILDING FDC: SERVES DRY STANDPIPE (CLASS 1) O r N 1
12"I N V.I N: 614.45' \ I Z \ 30 1 \ I N(-61.10 Fr . i
54_INV.OUT_608.88_ _ ` \ _ '� V. FDC: SERVES SPRINKLER SYSTEM (CLASS 1)
+
r - T i I PVT. FIRE HYDRANT \ \ m I 1 II
EX. TOP OF BANK______ .- --� /
FDC: SERVES SPRINKLER SYSTEM� 1 1
EX. SSMH 7 S ( \ i \ o
# f
Ek. NI V.IN 26103 74 i �� BISHOPS PARK DRIVE REFER IT CLT WTR PLANS FOR PUBLIC
ETAINING WALL
12" ( N BY OTHERS) 8" SANITARY SEWER MAIN \ FDC: ERVES SPRINKL' R SYSTEM
PAC INV.OUT=613.54 �
EX. 611.65' EX. SSMH #21 ,' / \\ PUBLIC FH (REFER TO (72 PUBLIC R/W)
\ CLT WTR PLANS) 8 ARRIAG \ J
EX. 612.32' RIM=615.67 EX. SSMH #9 \ i I UILDIN I I
- - - BURIED �c� RIM=622.94
_ - a FDC: SERVES SPRINKLER SYSTEM \
- - - - - - •' INV.IN(N)=612.54 � UI � I
EX. 8" SS INV.IN(W)=606.94 \ J,
�- 11
ss ss I I INV.IN(S)=611.09 I JJJ sss \
INV.OUT=606.09 \�
I REFER TO CLT 4LAN PUBLIC ❑ VARIABLE WIDTH DB 10545/335
CHARLOTTE I BUILDING \ 1
-� cn 8" WATER MAIN INFORMATION (TYP) I \ V Imo- EX. EASEMENT PER
cn El WATER EASEMENT I I EXCEPTION #11
TI \
o I EX. MARKED COMMUNICATION O I I
p FDC: SERVES SPRINKLER SYSTEM
EX. SSMH #6 LINES
RIM=621.67 a Iw BUILDING I
INV.IN(W)=614.77 w EX. MARKED BUILDING ��I II
EX. OVERHEAD LINES
INV.IN(S)=614.77 X I ELECTRIC LINE
ElINV.OUT=614.47 ^I EX. CONDUIT STUB \� 1 ® - i ❑
0) I I I VARIABLE WIDTH CHARLOTTE \\ I I I \ = I EX. EDGE OF WOODS
\ WATER EASEMENT
FDC: SERVES SPRINKLER SYSTEM
rn I ? I I Ill \
MI EX. UNDERGROUND 1
UTILITIES NOT MARKED IN \ o
Z y I THIS AREA DUE TO 1 1 ARRIAG
w EXISTING VEGETATION 1 \
UILDIN
w ,
BONNER BRIDGE CT. o
EXISTING 3 I (71 PUBLIC R/W) ❑❑ I I
I
PIONEER AVE (S.R. 1318) I I
(60' PUBLIC R/W)
(MB 43/329)
r
(EXCEPTION #16) z I
W I
I
EX. EDGE OF WOODS _
EX. ELEV.: I _
EX. OVERHEAD LINES 618.82' w I
EX. ELEV..- - - EX. POWER POLE
618.52' I WITH GUY WIRE
I - IV - -
EX. OVERHEAD LINES - in to 7 ti e;
SS SS SS > SS - SS Q SS - -
-----10---
S23'04'37 E 7' (TIE)
EX. EDGE OF PAVEMENT N / a EX. CB S22'55'13" 9. 9 (TIE)'
- - �' RIM: OUT:
28.82
W W W W � � INV. OUT: 623.32
_- W KY
EX. SSMH #22
RIM=628.35
INV.IN(W)=615.45 EX. SDMH #27
INV.OUT=615.25 RIM:631.17
EX. YARD INLET
INV. NOT ACCESSIBLE EX. SDMH #26 I _
RIM:628.85 EXISTING
CONTINENTAL BL D
EX. 2.5 WATERLINE
EASEMENT (DB 2246 / ) ❑ I EX. PVT. FIRE
EX. MARKED ��iiiiiiii - y�� $ I o
ELECTRIC LINE FDC: SERVES SPRINKLER SYSTEM �' \ 1 I HYDRANT . REBAR
FDC: SERVES SPRINKL R Y TEM I I EX. REBAR (FOUND)
8 CARRIAGE SYCAMORE GARDENS LN I ' " '" """""""""""" "` T I N 5°$7,5..0
BUILDING hl FIRE ACCESS PATH. ALL PATHS SHOWN ARE WITHIN E 10.9998 88
(PRIVATE STREET) I I CF: 0.99984889
11 ❑ I 750' OF HYDRANT AS THE TRUCK TRAVELS (TYP.) I (NCSPC; NAD83)
EX. POWER POLE WITH
T_ EX. MARKED I I GUY WIRE TYP.
COMMUNICATION LINES S66'55'23"W 831.50' LJ I ( )
�- - - - - - �- S22'40'17"E 4.14' (TIE)
RETAINING WALL S67'00'36"W 831.4T (TIE) - -
(DESIGN BY OTHERS) - - - - - - _ - - - - EX .EDGE OF WOODS - _ _ _ - - _ _ _
� - EX. BENT REBAR
----- (FOUND)
c EXISTING EX. POWER POLE F F� = - 0 /%
EX. BENT REBAR PRIVATE DRIVE (TYP.) EX. INV OUT:625.41' �� 2� I RETAINING WALL / EX. APPARENT GAP
�o �
(FOUND) EX. INV OUT:625.18' I (DESIGN BY OTHERS) \ _ _ _ _ _
'�-W- _W_W jN w .. -y W- -W W W W-
190
EX. WATER VAULT X2 EX. UNTRACEABLE WATER LINE EX. YARD INLET
EX. WATER VAULT (TYP.) CONTINUES
EX. OVERHEAD LINES
EX. END OF PUBLIC R/W EX. OVERHEAD LINES
MB 36/782 DB 10545/329 PER
EX. REBAR (FOUND) (EXCEPTION #10)
IEX. CONC. SWALE
NC GRID (NAD83)
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-OAU1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1" = 50'
DATE
06. 18. 2019
SHEET
OVERALL UTILITY PLAN
C4.00

EX. CB
RIM: 599.07
I NV'
N: 591.57
I NVOUT: 591.47
SD_
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EX. CB
V_ RIM:600.18 9 /
�\ \ \ \ LNV.OUT:596.43
EXISTING
SILVER CRESCENT DRIVE CLT WTR TRACKING NUMBER: ALL CONSTRUCTION SHALL BE IN CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
20194902 ACCORDANCE WITH THE CURRENT CITY LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
(61' PUBLIC R/W) OF CHARLOTTE LAND DEVELOPMENT OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
(MB 48/980) STANDARDS MANUAL CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
(EXCEPTION #31)
/ , THEJ.R OWN/ LOCATOR�ERVICES INDEPENDENT OF "NC811".
\60P
XPOR�NY DISC 5PANCIES TO THE ENGINEER IMMEDIATELY.
RCP so ���OF
EX so2c P�/0�, Off% / / BANK (TYP.) \ / § / / / / Know what's below.
so\��\J� ��Q1 / / EX. 15' SANITARY SEWER / / ■
/ 1 Q�/'�p� �5�&/O��/' //� EASEMENT (DB 5922/938) // Call before you di ■
(EXCEPTION #32) g
' HEAD ILL
EX. V OUT:586/Q / / I /
NC GNIU (NAD83�
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V_ V_ TOP 6 p �F / / 1 So /,/�� 60 \ I / Loi / / (EXCEPTION #16) I /
BANK (TYP.) V_ J iT\OIL \ / \ \ 1 / \ / \ / 1 ^ I SW SE
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EX. SSMH-218324 a
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1
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1
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ACC ACC #AN
1
Ss6o 1C
RIM=6 4.16
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1
IN7-IN 602.00 (SSCO-2C)
a
INV OUT=602.00
m
1
20.45 LF 6" PVC
a
® 4.89%
I
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SSCO-2C
I
=
1
RIM=614.47
0
INV OUT=603.00
1
BUILDING
I
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RETAINING WALL WITH
I
UI
SAFETY RAIL
�_1
(DESIGN BY OTHERS)
W1
W
FFE=614.84 1
I
FFE=625.00 W
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1.5" CORP RATION STOP -
:DONATED ROJECT #TBD)
8"x8"x6" E (DONATED -
PROJECT TBD)
6" PVC WATER MAIN BY I
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/ I I III I UTILITY LEGEND
o
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61 I II FIRE HYDRANT ASSEMBLY
6` NATURAL AREA o' III I FIRE DEPARTMENT CONNECTION (FDC)
t0.53 AC I I Ili I ►� WATER VALVE
0 xll I REDUCER
/ I III I PLUG
II
/ di 1 I I o-►� BLOW -OFF ASSEMBLY
xl
� °^ I it i • SANITARY SEWER MANHOLE
20' CHARLOTTE WATER - I I II I • SEWER CLEAN -OUT
/ // SANITARY SEWER EASEMENT \A LD II
61 / _ LD _ LDx11 1 SEWER FLOW DIRECTION
/ VIo LD III > ARROW
\.o \� I o' 11 xIl I LIGHT POLE l YARD LIGHTS
// 41 `p \ * 10 LF 8" DIP \A / I 1 III I
1.8790 � �0 1 I x POWER POLE
PVT. MH-1
S -1 RIM=608.00 I ° III 1 WATERLINE
INV IN=599.70 (PVT. MH-2) \
/
INV OUT=599.50
1 I
xl1 I
WATER SERVICE
LINE
III
SANITARY SEWER
89.38 LF 8" PVC
I
III I
SEWER SERVICE
LINE
� 9.29% x
VARIABLE WIDTH CHARLOTTE
II l x-x-x-x - - EASEMENT LINE
I \�o
WATER EASEMENT 0
I l� li I
I II
6 li I METER AND BACKFLOW
BLOCKING (TYP.) I I I KEY NOTE LEGEND:
I III COMBINATION WATERT AN VAULT T T
6 0 li I O NSTALLED BYDEVELOPER'S CONTRACTOR0 BE
337 LF OF 6" PVC PRIVATE WATER LINE I II l 6" REDUCED PRESSURE PRINCIPLE BACKFLOW
(CORP STOP TO SEE SHEET) I ` I O PPr\/GNTGR We P*KAPI Y inicTei i Gn ini uGeTGn
I
/ 1! 1 COPPER I IGATION LINE BY CLT I 1
/ WTR (STOP T METER) PVT. MH-2 I 1
/ I
RIM=617.75 � I
C LEASING/CLUBHOUSE INV IN=614.00 (SSCo-1A) 6 0
FFE-618.50 INV IN=614.00 (SSCO-16) 1
INV OUT=608.00 I l
1.5" COPPE IRRIGATION LIN 6476EVELOPER'S I
CONTRACTO (METER TO BA � FLOW) C� 224.2. LF 4" PVC
.06% 6 o I
D 1.5" CORPORATION STOP ACC I
1.5" DOMESTIC WATER LINE ENTRY SSCO-1A I 1 I
RIM=618_50 I
16" PVC PRIVATE WATER LINE INV OUT=614. 6
^ 1 1.5" IRRIGATION I
-� STUB I I I
B
❑ OF 6" VC WATER MAIN BY DEVEL,
CONTRACTOR (METER TO BACKFLOW)
Z(PVT TO BE PERMITTED BY CLT WATER)
SSCo-Al
RIM=613.68
INV IN=602.00 (SSCO-61)
INV OUT=602.00
RIM=618.94
INV OUT=605.00
'_�45.10 LF 6" PVC
@ 6.65%
I-
FFE=619.00
FFE=621.00
BUILDING
I OI
REFER TO CLT WTR PLANS FOR PUBLIC
8" WATER MAIN INFORMATION (TYP) FFE=621.00
FFE=622.00
I @70.54 LF1.77% 4" 0 II CLTWATER BACKFLOW PREVENTION NOTES:
® I EX. PVT. FIRE
I HYDRANT (TYP.) 1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS
PIPING, HYDRANTS, FIRE DEPARTMENTS CONNECTION POINTS, OR
G i OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY
u SggryAT� PARKING AREA LINE BETWEEN ANY WATER METER AND IT'S CLTWATER-REQUIRED
618.26 I BACKFLOW PREVENTER.
RIM=618.2 1 I I I I 2. EACH CLTWATER-REQUIRED EPA IS REQUIRED TO BE TESTED BY A
8.93 LF 4" PVINV .25 (SSCo-26)� INV OUT=615.25 I I 1 CLTWATER-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
® 8.40% u G of II SYSTEM IN SERVICE.
-' SSCo-26 q I III
RIM=618.35 -� I 8
INV OUT=616. 0 G 0l II
CI II EX. MARKED
LINESUNICATION
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ACC o 1 \\\� INC GRID (NAD83)
6 L _\A GRAPHIC SCALE
FFE=622.00 I 0 0 10 20 40
1 inch = 20 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME
ALL19000-U1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1" = 20'
DATE
06. 18. 2019
SHEET
UTILITY PLAN - NE
C4.01

II ■
BUILDING I RETAINING WALL-
O(DESIGN BY OTHER
T•"T'I FFE=614.84
. - - - - - - =11111M Ell FFE=625.00
1
1 1 $
FDC:ISERVE DRY TAND PIPE (CLASS 1)-
FDC: SERVESISPRINKL SYSTEM (CLASS 1)
1
"-R HT OF -WAY SETBACK
1
e
ACC N - ,
BISHOPS PARK DRIVE
(72' PUBLIC R/W)
8" SS I REFER TO CLT WTR PLANS FOR PUBLIC
1 8" SANITARY SEWER MAIN
1 INFORMATION TYP SSMH-5
ACC
0,
- RIGHT- 0 F- WAY/S ETBAC K
FDC: S
I
GIM 62191 1 �8.92 LF 8" PVC
1 I ® 2.80%
INV IN=618.00 (SSCO-2G) 1 SSCO-2G
INV OUT=618.00 RIM=621.99
1 INV OUT=618.25
1
1
1
v
BUILDING
1 3❑
FFE=626.00
II 1
1
1
1
1
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1
1
1
1
1
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6' FIRE LINE ENTRY
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6"X6"X3" TEE
(1) 6" GV 1
1
1
1
PRIVATE PARKING AREA 1
1
SYCAMOREIG
DENS LN
(PRIVA STREET)
/1
3" DOMESTIC WATER LINE ENTRY
3" GV
BEND WITH CONCRETE TH RUST
BLOCKING (TYP.)
6" PVC PRIVATE WATER 111INIE
1-1
I
44.05 8" DIP
® 1.02�d
CLT WTR TRACKING NUMBER: ALL CONSTRUCTION SHALL BE IN CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
20194902
ACCORDANCE WITH THE CURRENT CITY LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OF CHARLOTTE LAND DEVELOPMENT OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
STANDARDS MANUAL CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
I�jj
I
ACC /
I SEE SHEET C4.01
6" PVC PRIVATE WATER LINE 6
6" PVC PRIVATE WATER LINE I \
3" PVC PRIVATE W R LINE o
FFE=622.00 BEND WITH CONCRETE THRUST \
6"X6"X3" TEE 1.25" CORPORATION TOP
BLOCKING (TYP.) I ACC (1) 3" GV \\
3" GV I 1.25" COPPER PRIVA WATER T21NE 1
WAR
EASEIMENT CHARLOTTEDTH 3" DOMESTIC WATER LINE ENTRY 1.25" DOMESTIC WAT LINE EN� Y o 1
3" FIRE LINE ENTRY I 1 \ 1
6" FIRE LINE ENTRY r I
REFER TO CLT WTR PLANS FOR PUBLIC L.A_ o
8" WATER MAIN INFORMATION (TYP) I o 11 I
BUILDING 6"x6" SSCo-2F I
4FDC!:SERVES
ILVER CRESCENT DRIVE ❑i c2> " GV ° RIM OUT= 2
6"X6 __ INV OUT=618.10 r I 1 1 1
2' PUBLIC R/W) (1) 6" GV FDC: SERVES SPRINKL SYSTEM o 0 1 I
6" PVC FIRE LINE 32.96 LF 4" P C I 1 1 1
HYDRANT FIRE BACKFLOW 0 1.06% I I
SPRINKLER SYSTEM RIM 621E42 0 11 I
INV IN=617.75 SCO-2F) o I I
69.50 LF 4" PVC INV OUT=617.7 I I I
P V LIN G
6% 6"X6"X6" TEE I o 1 II I
®
(2) 6" GATE VA I 1
RM= 23.62 8 I �I I UTILITY LEGEND
9. LF 6" PVC INV IN=617.48 (SSC 1 E)
1 1
3.08% INV IN=617.05 (SSC 2E) �
INV OUT=617.15
PVT. MH-3
RIM=622.01 CARRIAGE BUILDIN 6 I
INV IN=616.35 (PVT. MH-4) 55.57 LF 4" PVC
INV OUT=616.15 N ® 1.48%
FDC: SERVES SPRINKLER SYSTEM SSCO-2A PVC PRIVATE WAT=IN SSCO-1E I I ~
RIM=621.93 BEND WITH CONCRETE THRUS RIM=623.
INV OUT=618.00 BLOCKING (TYP.) INV IN=6 .30 SCO-1FF) o I
3" GV INV OUT= 8.30 I ,-
3" DOMESTIC WATER LINE ENTRY 6%4" RE CER
J °
6"x3" RE CER o I I
4" FIRE LINE ENTRY •
I o I •
4"X4"X3" TEE I
(1) 4" GV "X6"X6" TEE o
lil r
2) 6 GV I
� I
BUILDING I I
❑2 ACC %� o �y
FFE=625.50 I / I 39. 02 4 o
- o I I
SSCo 111
VAN 2
I RIM=62 7 0
INV IN= 8.7 (S 0-1F I I
N INV OUT 18. 0 ) 3" PVC PRIVATE WATER LINE
A 1.25" CORPORATION STOP o
ACC 1.25" COPPER PRIVATE WATER E I 'o
IIv 1.25" DOMESTIC WATER LINE EN Y I
❑ 3" FIRE LINE ENTRY o
SSCO-1F I
- - RIM=624.20
Know what's below.
Call before you dig.
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION (FDC)
WATER VALVE
REDUCER
PLUG
BLOW -OFF ASSEMBLY
SANITARY SEWER MANHOLE
SEWER CLEAN -OUT
SEWER FLOW DIRECTION
ARROW
YARD LIGHTS
LIGHT POLE
POWER POLE
WATERLINE
WATER SERVICE LINE
SANITARY SEWER
SEWER SERVICE LINE
EASEMENT LINE
❑66 73 LF 4" PVC INV OUT=619.40 I METER AND BACKFLOW
1.03% 6 I
FDC: SERVES SPRINKLER SYS M KEY NOTE LEGEND
II I
PRIVATE PARKING AREA
of I
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CARRIAGE BUILDIN I
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0
O6" COMBINATION WATER METER AND VAULT TO BE
INSTALLED BY DEVELOPER'S CONTRACTOR
© 6" REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTER ASSEMBLY INSTALLED IN HEATED
ABOVE GROUND ENCLOSURE PER CHARLOTTE WATER
REQUIREMENTS. ENCLOSURE SHALL INCLUDE DRAIN
PORTS FOR DISCHARGE WATER PER CHARLOTTE
WATER REQUIREMENTS. INSTALL TAMPER SWITCH ON
BPA GATE VALVE PER CHARLOTTE WATER
REQUIRMENTS.
SEE CLTWATER STD. DETAIL #2 ON SHEET C8.03
©1.5" IRRIGATION METER AND VAULT TO BE
INSTALLED BY DEVELOPER'S CONTRACTOR
❑D 1.5" REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTER ASSEMBLY INSTALLED IN INSULATED
ABOVE GROUND ENCLOSURE PER CHARLOTTE WATER
REQUIREMENTS. ENCLOSURE SHALL INCLUDE DRAIN
PORTS FOR DISCHARGE WATER PER CHARLOTTE
WATER REQUIREMENTS.
SEE CLTWATER STD. DETAIL #1 ON SHEET C8.03
cn s I I CLTWATER BACKFLOW PREVENTION NOTES:
❑ ❑ � r I I
z I 1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS
PIPING, HYDRANTS, FIRE DEPARTMENTS CONNECTION POINTS, OR
6 EX. PVT. FIRE OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY
HYDRANT (TYP.) I LINE BETWEEN ANY WATER METER AND IT'S CLTWATER-REQUIRED
° I I BACKFLOW PREVENTER.
2. EACH CLTWATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A
6 I CLTWATER-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE.
I 0 I
I I
I / I
PRIVATE PARKING AREA 6 I
OVERHEAD LINES
/ o I
EX. POWER POLE WITH
GUY WIRE (TYP.)
o'
s I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_our 61 `o
I �
1 RETAINING WALL \
1 (DESIGN BY OTHERS) 61Gi
1 � i
a; ea�in a
M fEX. INV OUT:625.41' -' - - - - - - - - J
EX. INV OUT: 625.18'
01 I
w --- --- I ---'0 \ i,
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= 1 sa os EXISTING 170
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1 � ��•. I �
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(n �cA ��__ _--------------------
C'Aa o EX. YARD INLET
- - - - - - - - - - - - - - - - - - - s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - -
_ _ _ _ _ _ _ _ - - - _
NC GRID (NAD83)
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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49168
REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-U1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1" = 20'
DATE
06. 18. 2019
SHEET
UTILITY PLAN - SE
C4.02

X. SSfv1
RI 6231.0N F i'
IN .I )=61�,15
AV.IN( 613.1b�
\ INV.OUT=6 .90no
'S Q' CHARLOTTE TER
1.5" IRRIGATION �Tll� gyp, / 9ANITARY SEWER SEMENT
/+ 20' STORM DRAIN E EMENT --,-"
1.5" COPPER RRIGATIO
-81'--9E KLOPER COUT + 29 LF OF 6" PVC PRIVATE WATER
CFI 8 ETER TO BACK OW) LINE (STOP TO SEE SHEET�� �� ❑
3/4" CORPORATION STOP 1 '
\ x1 11 /
13 LF OF 6" PVC PRIVATEII11
1WATER K
LINE (BACKFLOW TO STOP),1 20' _
EX. SSMH-2 125 _ -
SSMH #9 + DOG ARK AMENITY
RIM 22.94 1.5" COPPER IRR A ON LINE + "I
INV.IN=612.54 BY CLT WTR (STOP T METER) B 3/4" COPPER PRIATE WATER LINE !/
& 606.9 6 LF OF 6" PVC WAT MAIN BY DEVELOPEW$
\ --INV.IN(W)=6 .94 11 "'
\ CONTRACTOR (METER T BACKFLOW)
II�VIN(S)=611.
\INV. T=606.09 (PVT TO BE PERMITTED Y CLT WATER)
\ `\ a
3/4" STUB
6' PVC WATER MAIN BY
(TAP TO METER)
00
\ 1.5" PORATION ST CL T
\
8%8%6" TEE (DONATED \
PROJECT #TBD) �
\ \ PUBLIC FH (REFER TO A
G) \ CLT WTR PLANS)
9 \
9 \ \
9 \
13 \ \\ \
o \ \
9 \
o \
\
9 \
9 1
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WATER EASEMENT I
I
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BONNER BRIDGE CT.I
(71' PUBLIC R/W)
REFER TO CLT WTR PLANS FOR PUBLIC
8" WATER MAIN INFORMATION (TYP) 9
I
I
o
8"x8"x6" TEE (DONATE T-
PROJECT #TBD)
6" PVC WATER MAIN B CLT WTR I(TAP
TO METER) 9
- no - - -
LD / LD 9
`�- LD
EX. POWER POLE WITH -•• N
GUY WIRE (TYP.)
0e,
EX. OVERHEAD LINES 9
IEXISTING
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(60' PUBLIC R/W)
(MB 43/329) \ 9
(EXCEPTION #16)
OG
PGG
S M 0-2D
�.R =614.32
/ INV OUT=608.00 PRIVATE PARKING AREA
CARRIAGE BUILDING
i
/ BUILDING
FFE=628.50
\
\
\
1
1
1.5" COPPEF
IRRIGATION LINE B
DEVELOPER'ONTRACTOR
(METER
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METER)
.5" CORPORATION STOP --�,
1
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.5" IRRIGATION
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6" FIRE LINE ENTRY ----�,,
A
I
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L(1) 6" GV
-� 6 PVC PRIVATE WATER LINE
6 LF OF 6 PVC WATER MAIN E
ACTO METER
no n, Ino (PVT TO BE PERMITTED BY CLT
I (Mj EX. MARKED ELECTRIC
LINE
- - - - EX. MARKED COMMUNICATION
LINES
(n m o, d, -� o,
I
EX. CONC. SWALE EX. WATER VAULT X2
v i I EX. WATER VAULT (TYP.)
6 w-� W W N
CLT WTR TRACKING NUMBER: ALL CONSTRUCTION SHALL BE IN
20194902
ACCORDANCE WITH THE CURRENT CITY
OF CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL
W
- - - - L J RIGHT-OF_WAY/SETBACK- - -
BISHOPS PARK DRIVE
(72' PUBLIC R/W)
--- --- --- ---
RIGHT-OF-WAY/SETBACK
RETAINING WALL WITH
SAFETY RAIL
- LDESIGN BY OTHERS)- -
SSMH-6-----"-
43.93 LF 8" PVC
-
0 9.33%
SSCO nr
RIM=627.02
INV IN=621.00 (S5CO-2H)
INV OUT=621.00
33.32 LF 8" PVC
-
0 6.00%
�AAAAI
SSCO-2H
RIM=627.38
INV OUT=623.00
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
■
FFE=614.84
FFE=625.00
�
Know what's below.
SEE SHEET C4.04 Call before you dig.
1
BUILDING 1
O 1
1
1
1
1
REFER TO CLT WTR PLANS FOR PUBLIC 1
8" SANITARY SEWER MAIN
INFORMATION (TYP) 1
1
1 8" TILITY LEGEND
REFER TO CLT WTR PLANS FOR PUBLIC
8" WATER MAIN INFORMATION (TYP)
■
1 ~
1
VARIABLE WIDTH CHARLOTTE �~
WATER EASEMENT � _ •
1
PVT. MH-6 LC=
INV IN=619.63 (SSCO-1H)
INV IN=619.63 (SSCO-11)
❑
INV OUT=619.30
18.21 LF 8" PVC
® 7.53%
69.87 LF 4" PVC f
@ 1.25%
SSCO-1 I
RIM=626.27
-
INV IN=620.50 (SSCO-21)
INV OUT=620.50
ACC
C
ACC
VAN
VAN
ACC
ACC
U
ACC
® 1.01 %
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RIM=625.96
INV IN=621.25 (SSCO-31)
INV OUT=621.25
PRIVATE PARKING AREA
1 01LF % II PVC
BUILDING
O
FFE=626.00
1
1
1
1
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION (FDC)
WATER VALVE
REDUCER
PLUG
BLOW -OFF ASSEMBLY
SANITARY SEWER MANHOLE
SEWER CLEAN -OUT
SEWER FLOW DIRECTION
ARROW
YARD LIGHTS
LIGHT POLE
POWER POLE
WATERLINE
WATER SERVICE LINE
SANITARY SEWER
SEWER SERVICE LINE
EASEMENT LINE
METER AND BACKFLOW
KEY NOTE LEGEND:
O6" COMBINATION WATER METER AND VAULT TO BE
INSTALLED BY DEVELOPER'S CONTRACTOR
© 6" REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTER ASSEMBLY INSTALLED IN HEATED
ABOVE GROUND ENCLOSURE PER CHARLOTTE WATER
REQUIREMENTS. ENCLOSURE SHALL INCLUDE DRAIN
PORTS FOR DISCHARGE WATER PER CHARLOTTE
WATER REQUIREMENTS. INSTALL TAMPER SWITCH ON
BPA GATE VALVE PER CHARLOTTE WATER
REQUIRMENTS.
SEE CLTWATER STD. DETAIL #2 ON SHEET C8.03
©1.5" IRRIGATION METER AND VAULT TO BE
INSTALLED BY DEVELOPER'S CONTRACTOR
OD 1.5" REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTER ASSEMBLY INSTALLED IN INSULATED
ABOVE GROUND ENCLOSURE PER CHARLOTTE WATER
REQUIREMENTS. ENCLOSURE SHALL INCLUDE DRAIN
PORTS FOR DISCHARGE WATER PER CHARLOTTE
WATER REQUIREMENTS.
SEE CLTWATER STD. DETAIL #1 ON SHEET C8.03
CLTWATER BACKFLOW PREVENTION NOTES: I
1 1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS
1 PIPING, HYDRANTS, FIRE DEPARTMENTS CONNECTION POINTS, OR
1 OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY
LINE BETWEEN ANY WATER METER AND IT'S CLTWATER-REQUIRED
BACKFLOW PREVENTER.
2. EACH CLTWATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A
CLTWATER-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE.
1
RIM=626.28 '�-
INV OUT=622.00 1
FDC: SERVES SPRINKLER SYSTEM
SYCAMORE GARDENS LN i
3" FIRE LINE ENTRY (PRIVATE STREET) 1
1.25" DOMESTIC WATER LINE ENTRY 1
1.25" COPPER PRIVATE WATER LINE
1.25" CORPORATION STOP 1
3" PVC PRIVATE WATER LINE 1
CARRIAGE BUILDING 6" PVC PRIVATE WATER LINE
6"X6"X3" TEE
1 ()6"GV
(1) 3" GV 6" PVC PRIVATE WATER LINE RETAINING WALL (DESIGN BY 1
OTHERS)
1
DPER S 1
---- a} , 89 @9 43-1 0+ 04 89 OR 69
6"X6"X3" TEE
(1) 6" GV 1
(1) 3" GV o
- - - - - - o
\
EXISTING 1 LU w 1
PIONEER AVE o 1 =
(PRIVATE ACCESS) \ c X.
OVERHEAD LINES 1 W NC GRID (NAD83) EX. UNTRACEABLE WATER LINE I L1J
- - - - _ _ - - - - - -� - CONTINUES 1 U) GRAPHIC SCALE
- - - - - - - - - - - - - -
1 0 10 20 40
-W W-:1W- ■
1 inch = 20 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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1�3
REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-U1
CHECKED BY BGP
DRAWN BY JBW
SCALE 1" = 20'
DATE 06. 18. 2019
SHEET
UTILITY PLAN - SW

0
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CLT WTR TRACKING NUMBER: ALL CONSTRUCTION SHALL BE IN CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
20194902
ACCORDANCE WITH THE CURRENT CITY LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OF CHARLOTTE LAND DEVELOPMENT OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
STANDARDS MANUAL CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
1
1
1
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EASEMENT (DB 20094/879) "V- " V 1
01 35' UPLAND ZONE - - - \ APPROXIMATE LOCATION / // W % V / V I V •
_ - - DEED ILLEGIBLE / / /- / V_
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TOP OF
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LD LD LD LD LD LID LD
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MEASURE
/
J RETAINING WALL WITH
SAFETY RAIL
(DESIGN BY OTHERS)
s / ' i ---
- - '
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION (FDC)
WATER VALVE
REDUCER
PLUG
BLOW -OFF ASSEMBLY
SANITARY SEWER MANHOLE
SEWER CLEAN -OUT
SEWER FLOW DIRECTION
ARROW
YARD LIGHTS
LIGHT POLE
POWER POLE
WATERLINE
WATER SERVICE LINE
SANITARY SEWER
SEWER SERVICE LINE
EASEMENT LINE
METER AND BACKFLOW
1
KEY N OTE LEGEN D:
O6" COMBINATION WATER METER AND VAULT TO BE
INSTALLED BY DEVELOPER'S CONTRACTOR
1
B 6" REDUCED PRESSURE PRINCIPLE BACKFLOW
O
PREVENTER ASSEMBLY INSTALLED IN HEATED
1
ABOVE GROUND ENCLOSURE PER CHARLOTTE WATER
REQUIREMENTS. ENCLOSURE SHALL INCLUDE DRAIN
1
PORTS FOR DISCHARGE WATER PER CHARLOTTE
WATER REQUIREMENTS. INSTALL TAMPER SWITCH ON
BPA GATE VALVE PER CHARLOTTE WATER
1
REQUIRMENTS.
SEE CLTWATER STD. DETAIL #2 ON SHEE C8.03
1
8
1
©1.5" IRRIGATION METER AND VAULT TO BE
INSTALLED BY DEVELOPER'S CONTRACTOR
1
DO 1.5" REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTER ASSEMBLY INSTALLED IN INSULATED
1
ABOVE GROUND ENCLOSURE PER CHARLOTTE WATER
1
REQUIREMENTS. ENCLOSURE SHALL INCLUDE DRAIN
PORTS FOR DISCHARGE WATER PER CHARLOTTE
1
WATER REQUIREMENTS.
SEE CLTWATER STD. DETAIL #1 ON SHEE C8.03
1
8
1
CLTWATER BACKFLOW PREVENTION NOTES:
1
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS
1
PIPING, HYDRANTS, FIRE DEPARTMENTS CONNECTION POINTS, OR
OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY
LINE BETWEEN ANY WATER METER AND IT'S CLTWATER-REQUIRED
IF -------IF-
STORM �I
--I BACKFLOW PREVENTER.
.�
DRAIN EASEMENT
DRI 1
EACH CLTWATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A
9
CLTWATER-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
1
SYSTEM IN SERVICE.
I 1
08
L
Nv
"AP
S
i I /
1---------- I -------------------
---- --------- ----- ---- -------------------------------------- -
/ / \ / REFER TO CLT WTR PLANS FOR PUBLIC
/ ' / / 8" SANITARY SEWER MAIN 20' STORMWATER CONTROL i
EX. SSMH- 19 ALMM\ GROVE LlI INFORMATION (TYP) CA ACCESS EASEMENT
o PRIVATE PARKING AREA 1
14.30 4" PVC (PRIWATE STREET) i N
® 9% 8 S 30 CHARLOTTE WATER
SANITARY SEWER EASEMENT 1
/ SSCO-1D L-------------------- -------------------------------------------- ---- ---------------------------------------- --- ----- ------------
/ RIM=613.77
INV IN=604.00 (SSCO-
INV OUT=604.00-
/ / TOP (�F / - - - - - - - - - ; r- - - - - - - - ACC ACC \
BALK (TYP.�)
�D / / / ' 52.98 LF 4" PV 6" PVC PRIVATE WATER LINE
/ / 0 7.55%------------- -a- -�
V° / �' PRIVATE PARKING AREA // 1
/ o /7 , 8 1
LD EX. ELEV.: 20' STORM
/ / / Ss ,� j "FIRE LINE ENTRY
/ > 0 OP')AI LD / DRAIN EASEMENT
LD 40 �' -5" DOMESTIC WATER LINE ENTRY 1
--------------------------------J
RfM=614.32
RfM61 D X6"X6" TEE
(1) 6" GV SEE SHEET C4.03 SEE SHEET C4.02
INV OUT=608.00
(1) 6"x2.5" REDUCER I BUILDING 1 NC GRID NAD83
�' FDC: SERVES SPRINKLER SYSTEM (1) 2.5" GV CO ( )
3" FIRE LINE ENTRY El `� 1
i
GRAPHIC SCALE
/ 'BONNIER
,'�0 1.25" DOMESTIC WATER LINE ENTRY FFE= 14. 1 0 10 20 40
BO N N E R B G E CT. / /+ CARRIAGE BUILDING r
71� P IC R W ' + + ' ' CORPORATION STOP 11
FFE=625.00 1 inch = 20 ft.
( �/ / ) / ,� 3" PVC PRIVATE WATER LINE 2.5" GV 11FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-U1
CHECKED BY BGP
DRAWN BY JBW
SCALE 1" = 20'
DATE 06. 18. 2019
SHEET
UTILITY PLAN - NW
C4.04

BONNER BRIDGE CT.
650
650
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
640
640
HIGH
POINT
TA
15
55.
3
VI
PVI
STA
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1
=
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329.75
77
K=30.0
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11
93.
8
N
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P
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622.90
8.0
PVI
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630
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=
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0.00
VC
K
20.
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610
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
10+00
1 1 +00
;l,
STREAM
BUFFER -DISTURBED I /
30' POST CONSTRUCTION
BUFFER `\
12+00
Ile
REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
13+00
14+00
BONNER BRIDGE CT
�N CARO<
'.Q SEAL �'
,B,,,.,�'13�1
15+00
AYRSLEY
1 6+00 1 6+50
Z /
ou z�
CONSTRUCTION DRAWINGS
SILVER CRESCENT DR AND BONNER BRIDGE CT
CHARLOTTE, NORTH CAROLINA, 28273
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION I
PLAN INFORMATION I PLAN AND PROFILE
PROJECT NO. ALL-19000 BONNER BRIDGE CT
FILENAME ALL19000-P1 STA. 10+00 THRU 16+18.57
CHECKED BY BGP
DRAWN BY JBW
SCALE 1"=40'/1"=4'
DATE 06. 18.2019 C5w00

'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
CARO<
.oFESS�O•
'.Q SEAL '
B.
.,,,,,% illI
AYRSLEY
CONSTRUCTION DRAWINGS
SILVER CRESCENT DR AND BONNER BRIDGE CT
CHARLOTTE, NORTH CAROLINA, 28273
PLAN INFORMATION I PLAN AND PROFILE
PROJECT NO. ALL-19000 SILVER CRESCENT DRIVE
FILENAME ALL19000-P1 STA. 10+00 THRU 18+12.00
CHECKED BY BGP
DRAWN BY JBW
SCALE 1"=40'/1"=4'
DATE 06. 18.2019 C5w01

650
650
McADAMS
STANDARD 2'-6" CURB AND GUTTER PER CLDSM 10.17A ---�"
(SHALL BE INSTALLED INSIDE OF ALL PUBLIC ROW) (TYP.)
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
640
640
L
W DINT
STA
=
0+
3.02
IGH
P01
T E
EV
625.3
OW :'OINT
P I
STA
EL
=
10+
6223.23
8.0
VI
LEV
_
= 625.85
OW
OIN
ST-
1N5I
4.8
+LU
K
=
0.00
114.6
' V
LOW
O
S
15
00.
6 0.78
0
VI
10.0
IN
N
N
+63000 r-
630
0
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co
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1.10%
620
620
`
1
RC
610
610
600
600
)P\IGN (TYP.
WHITE STOP
B
10+00 11+00 12+00 13+00 14+00
BISHOPS PARK DRIVE
VARIABLE WI\ CHARLOTTE
WATER EASE
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
ROW (TYI
° PARALL PARKIN; SRACE 'c s
STANDARD 2'-6" CURB AND GUTTER PER CLDSM 10.17A
N - (SHALL BE INSTALLED INSIDE OF ALL PUBLIC ROW) (TYP.)
BUILDING U
REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
CAR0 ''''�♦
SEAL
04 I68 =
'•,�'Gq . •.GIN ..•B.
••�
•
15+00 15+75
STOP SIGN (TYP.)
24" WHITE STOP BAR (TYP.)
II I N,
I � I
I a
BUILDING ° BUILDING
Q
W
CON CRETE,SIDEWA °
8' PLANTING ST0 IF
ACC a
.° - ° , ��� � a40 O
14+00 > 15+00
w N m 15+ 5.68 z °
O a m z H
W °
Q
J I
ACC -. I
U
W I LO
D L CURB RA PER. C Q J L
°
I BUILDING
I
BUILDING
O �I
.b. . - w
J
AYRSLEY
CONSTRUCTION DRAWINGS
SILVER CRESCENT DR AND BONNER BRIDGE CT
CHARLOTTE, NORTH CAROLINA, 28273
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-P1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1"=40'/1"=4'
DATE
06. 18.2019
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
BISHOPS PARK DRIVE
STA. 10+00 THRU 15+55.68

0
0
0
PIONEER AVE SIGHT TRIANGLE
640 640
A
0+00 1 +00 1 +45.08
'J
McADAMS
LOS - PIONEER AVE
650 650
640 640
3.5'
LIN 0 SIGH
A Ar
EXISTING GRADE 4LONG CENTER
,5' LIN 0 SIG T
P OP SED GRADE ALONGCENTER
630 LINE F SIGHT 630
ri
0
LO
620 620
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+90
PIONEER AVENUE (S.R. 1318)
POSTED SPEED LIMIT 35 MPH
EXISTING
I CONTINENTAL BLVD-
---�Xf= -= -C7=TM7-7T
PRIVATE ACCESS. LINE OF SIGH
-_------- _------ —_— ----- ---- NOT REQUIRED IN THIS DIRECTION
--- EXISTING --- --- =—_
Kok o+oo PIONEER AVE
---I —+oo PRIVATEACCESS)
2+eo----\--- ----- ��a �\
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
�N CARO<
ti7
'•� SEAL
04916G��.:
7� o
7�, ••:�!G I NEF::
B
EXISTING
PIONEER AVE (S.R. 1318)
(60' PUBLIC R/W)
(MB 43/329)
(EXCEPTION #16)
\=-------- ----- — -- -- ----- ----- — — ---
----I /8+00
/
7+00
el
XO'x70' SIGHT TRIANGLE (TYP.)�—
,/
— �Vx35' SIGHT TRIANGLE (TYP.)
BONNER-BRIDG�i %��� `�\�\�\�\`�\� / 0J 1111�Ilk \\\\ \\ � \I II
(71 PUBLIC R/ I I I
-
///lI I►/ I � I I II
\\\ � \\\� �\� _
>i�)1 \�I/ //r / ►I II II I I III I I
I \ \ I
III I I I
I \ \ , ' I ► I f
—_ _ �� I ,
AYRSLEY
CONSTRUCTION DRAWINGS
SILVER CRESCENT DR AND BONNER BRIDGE CT
CHARLOTTE, NORTH CAROLINA, 28273
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-P2 LOS
CHECKED BY BGP
DRAWN BY JBW
SCALE 1"=40'/1"=4'
DATE 06. 18.2019
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
LINE OF SIGHT
PIONEER AVENUE (S.R. 1318)
C5w03

'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
LOS - BONNER BRIDGE COURT
640 640
3.5
2
0'
630
�E
l�N
0
630
T
5 -
LINE
OF
SI
HT
3.5'
3.5
EXI
TIN
GR
DE
ALO
G C
NTE
PR
LIN
POS
OF
D GAD
SIG
T
ALONG
ENT
R
LINE
OF
SIGHT
w
N
620
W
?
620
0
M
0
o
+
N
610
610
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+ 15
EXISTING
PIONEER AVE (S.R. 1318)
(60' PUBLIC R/W)
(MB 43/329)
(EXCEPTION #16)
EXISTING
CONTINENTAL BLVD
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
BONNER BRIDGE COURT
POSTED SPEED LIMIT 35 MPH Al
,,,`,,",",,,,,,,,
�N CARO<
ti7
'•� SEAL
wo4a118
=
•Q
4 . O��`�,
'N BI?D
., q W
EXISTING
' BONNER BRIDGE COURT
(60' PUBLIC R/W)
(MB 48/13)
(M B 47/649 )
(EXCEPTION #23)
•
WINDSHIRE LANE
PRIVATE DRIVE
0
AYRSLEY
CONSTRUCTION DRAWINGS
SILVER CRESCENT DR AND BONNER BRIDGE CT
CHARLOTTE, NORTH CAROLINA, 28273
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-P2 LOS
CHECKED BY BGP
DRAWN BY JBW
SCALE 1"=40'/1"=4'
DATE 06. 18.2019
i D
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
LINE OF SIGHT
BONNER BRIDGE COURT
C5w0
4

LOS - SILVER CRESCENT DRIVE
s
0
0
0
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
BUILDI
4)
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
630
630
620
620
3.5
0,
F
610
610
3.5
28p,
EXISTING
GR
DE �LONG
CE
TER
/N
0
S/
LINE
OF
SIGFT
w
cn
PR
LIN
PO
0
ED
SIG
RAD
T
AL
NG
CENTER
w
>
o
600
in
.5'
600
u
0
0
N
590
590
-7
REVISIONS
0+00
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
1 +00
2+00
3+00
SILVER CRESCENT DRIVE
POSTED SPEED LIMIT 25 MPH
SILVER CRESCENT DRIVE
(72' PUBLIC R/W)
i �— 1i\%
�N CARO<
ti7
SEAL
.• 04914
NE,
B.
3
TRIANGLE ( I YP.)
4+00
OBAN PASSAGE DRIVE
(60' PUBLIC R/W)
(MB 48/13)
�1 (M B 48/980)
1 (EXCEPTION #31) -
AYRSLEY
5+00 5+20
__-
5+20
5+0
I - —1
EXISTING
SILVER CRESCENT DRIVE
(61' PUBLIC R/W)
(M B 48/980)
(EXCEPTION #31)
CONSTRUCTION DRAWINGS
SILVER CRESCENT DR AND BONNER BRIDGE CT
CHARLOTTE, NORTH CAROLINA, 28273
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-P2 LOS
CHECKED BY BGP
DRAWN BY JBW
SCALE 1"=40'/1"=4'
DATE 06. 18.2019
01
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION I
PLAN AND PROFILE
LINE OF SIGHT
SILVER CRESCENT DRIVE
C5w05

LOS - SILVER CRESCENT DRIVE
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
630 630
3.5'
F �GN
E
3 5
620 620
w
bf
w
pF S\ o
610 II 610
0
0
PR POS D (3RADE ALONG CEN7 r�
LINE OF SIGHT +
E ISTI G GRADE'ALONG EN ER
L NE F SIGHT
3.5
r
600 600
590 590
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70
EXISTING
SILVER CRESCENT DRIVE
(61' PUBLIC R/W)
(M B 48/980)
(EXCEPTION #31)
SILVER CRESCENT DRIVE
OBAN PASSAGE DRIVE
(60' PUBLIC R/W)
(MB 48/13) /
(M B 48/980)
(EXCEPTION #31)
REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
POSTED SPEED LIMIT 25 MPH
CLUBHOUjEW
SILVER CRESCENTPRW
(72' PUBLIC R/W)
�N CAR
O<
�O�,OFESS/0'
ti7
'•� SEAL
0491
eV
ti '•.,DLO I NEF�
O
1/V B.\oo°;�ro
r.
s \
0
BUILDING \ \ \ \
O\
AYRSLEY
n•
J u
0 � �
BUILDING
2 �
7 C 7 C _
--- --- - -- --
•
s
6+00' I+00
I —
�— —I E
t] BUILDING
I,�� n_ Illllllllli'IIIII
CONSTRUCTION DRAWINGS
SILVER CRESCENT DR AND BONNER BRIDGE CT
CHARLOTTE, NORTH CAROLINA, 28273
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-P2 LOS
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1"=40'/1"=4'
DATE
06. 18.2019
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
LINE OF SIGHT
SILVER CRESCENT DRIVE

SILVER CRESCENT DR 3
s
0
0
ILI
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
650
II
II
II
II
II
II
II
L II
EXISTING
PIONEER AVE t II -
(PRIVATE ACCESS) �I
�I
�I
�I
II
REVISIONS
650
0+00 1 +00 2+00 3+00 3+68.20
I. I
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
SILVER CRESCENT DRIVE
POSTED SPEED LIMIT 25 MPH
�N CARO<
ti7
SEAL
01
Fk��T
/v B. I I stillwj I'1Y''D
AYRSLEY
CONSTRUCTION DRAWINGS
SILVER CRESCENT DR AND BONNER BRIDGE CT
CHARLOTTE, NORTH CAROLINA, 28273
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-P2 LOS
CHECKED BY BGP
DRAWN BY JBW
SCALE 1"=40'/1"=4'
DATE 06. 18.2019
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
LINE OF SIGHT
SILVER CRESCENT DRIVE
C5w07

SILVER CRESCENT DR 4
640
640
s
0
0
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
i
REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
0
1G
9,
M
R
EG1
NG
630
M1T
ID3.5,
630
3.5
240
w
w
Lr-
ROP
SED
GRADE
ALON3
CENTER
Lq
M
620
LINE
DF SIGHT
II
620
0
0
N
r
LINE
XIST
NG
OF ElIGHT
GRADE
A
NG
CEN
ER
610
610
600
600
0+00
1 +00
2+00
SILVER CRESCENT DRIVE
POSTED SPEED LIMIT 25 MPH
CARD
?SEAL
04916G
2 .NGINE�• moo.
♦'qTh' p� 4'la
3+0(3+ 19.03
II I EXISTING
"IPIONEER AVE
(PRIVATE ACCESS)
II
II
kN SIGHT II
I
II
AYRSLEY
CONSTRUCTION DRAWINGS
SILVER CRESCENT DR AND BONNER BRIDGE CT
CHARLOTTE, NORTH CAROLINA, 28273
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-P2 LOS
CHECKED BY BGP
DRAWN BY JBW
SCALE 1"=40'/1"=4'
DATE 06. 18.2019
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
LINE OF SIGHT
SILVER CRESCENT DRIVE
C5w0
8

500-632-4949) AT
NG CONSTRUCTION
SATED.
-IES THAT PROVIDE
IF "NC811 ".
IMMEDIATELY.
i
JD)
5
389
183)
0°
°
0°
BOUNDARY
YP.)
OUTLETS,
130.06C, TO
ED AT ALL
S (TYP.)
AREA
/341)
J #12)
ANT
1OODS
kTION
YP.)
OUTLETS,
4 30.06C, TO
ED AT ALL
S (TYP.)
-E
)W HIGH HAZARD
f SILT FENCE
130.06E (TYP.)
Know what's below.
Call before you dig.
OSION CONTROL LEGEND
SILT FENCE OUTLET
INLET PROTECTION
♦ INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
FILTER BERM
CHECK DAM
-SF -SF -SF- SILT FENCE
TP TP TP TREE PROTECTION FENCE
LD LD LIMITS OF DISTURBANCE
WOODED AREA
DIVERSION DITCH
00 (0-0
3yn� 00 0 0°
oo °° V O 0. 00 0.
0.°p ��[ °0OQU ���1), CONSTRUCTION ENTRANCE/EXIT
I I
I
LIMITS OF DISTUR
BANCE (TYP.)
W)=606.94 sI' ' 1J I ' ' I I ' 1 I
s s INV.IN(
INV.IN(S)=611.09
INV.OUT=606.09 j / \ JEASEMENT PER
\ / II \ / r ✓y/////� I II I a I ®\ \ /I \ \\\ .�/ / / - --- IIII /I I1 1I �1\ \ \\\ \\\� �-�I _J 1\\ I�-%/ / II / / / / / / / // // / // \\I I II II II I II 1 \ lIl I lIl( � \��/ / / // / / / // // / ///// , / / / / // / / // /
/ 1 I
DB 10545/335
12" WATER LINE EXCEPTION #11II �-I 1 MARKED COMMUNICATION
SSMH #6 LINES
\ 6�� RIM-621.67 \i / INV.IN(W)=614.77 1 1 ARKED ELE RIC
--,\ I/ Lu I /I I \ \ \ \� II �INV.IN(S)=614.77 62U- LINE _ 630
=o
I
OVERHEAD LINESxINV.OUT=614.47 In
// v CONDUIT STUB
(EDGE OF WOODS
CB
RIM: 625.02
cv 6 �� INV. OUT: 616.12
\ \ \ I ► II�III III11� 1 /
-ANITARY/ SEWERUNDERGROUND UTILI S 0' SI\ \\I /
zo / I/II I/I I / III w I o III I '2\"✓\ I/ /IaI/\// ��/)// i��////6�3�/- 0 j\//i � - - - LL°h`Il 1II �JIII / �I IIII I /I //I /IIEA/SEME/NT
VEGETATION
oNOT MARKED IN THIS (DB 22753/493) INAREA DUE TO EXISTI ~ (DB 22465/231) � INSTALL THE PERMANENT ORM
(EXCEPTION #42)
Q // DRAINAGE BYPASS SYSTEM.
SSMH #10 (TBR) TO THE GRADING AND DRAINAGE
RIM=625.63 NREDETAILED
Ii
III
DOUBLE
ROW H
I
G
H HAZAR
D
L0 I
cu �III I1I X \ / INV.N(W)=612.73 AND FOR THE STRUCTURE / TEMPORARY SILT FENCEEXISTING w INV.OUT=612.53 INFORMATION. PER CLDSM 30.066 (TYP.)CONCRETE
ROCK PILE114
WASHOUT AVE (S.R. 1318) lit 2.5' WATERLINE EASEMENT FIRE HYDRANT
;//�/ (DB 22465/231)60'PUBLIC R W (TYP.)
A////(MB 43/329) \\\ \IIMARKED REBAR (FOUND) RVEUCTION ENTRANGEI ELECTRIC INE(EXCEPTION #16 E 1423054.07N 508715.88
�PER NCDOT STD. 1607.01 (MIN. MARKED IMITS OF DISTURBANCE CF: 0.99984889EDGE OF WOODS ELEV.: LENGTH OF 100' PER CLDSM) COMMUNICATION (NCSPC; NAD83)
ELEV.: POWER POLE WITH __ POWER POLE WITHOVERHEAD LINES 618.82' LINES GUY WIRE (TYP.)618.52' GUY WIRE (TYP.) 1523"W 831.50' / / -- i / 05 _
> - - d�� - ��T r_
_ r ' S22'40'17"E 4.14' (TIE)
_ OVERHEAD LINES �- L0- - - - - - - _�"-
s�\ss��ss� s _ - SS � - - - - _ - i - 1- J \i _ _ _ _ _� / / SEDGE OF WOODS - S67 0'36"W 831.4T (TIE) _ _ _ _ �- - - === v == �� r�� �� i ���, + - BENT REBAR
�()-�2 �- / I s --- ===-�- --1_ T ���-�- (FOUND)
°V� 6"�O L aT S23'04'37"E 7' (TIE) SIGN -cam - - - EXISTING POWER POLE - ` ^- 2 `�1='�=, \ \ \ \ \ //
OF PAVEMENT % CB , - 1 - "E ( BENT REBAR 630� --(TYP.) 2�s�SA3 I CONC. WALK ho \ �s \ \ \ \ APPARENT GAP
/ RIM: 628.82 (FOUND) _ PRIVATE DRIVE
w / w _ < INV. OUT: 623.32 \ w, I - - - �- - - _ - - - - O,p A I 30" CURB & GUTTER (TYP.)
-- -- -- -' w -w w - -- - --
w w w w w w w w- v w w w w w w W.
--- - -- --- -- - -- ��
SSMH #22 / WATER VAULT X2
RIM=628.35 UNTRACEABLE WATER LINE CONTINUES YARD INLET
INV.IN(W)=615.45 SDMH #27 �� I WATER VAULT (TYP.)
INV.OUT=615.25 RIM:631.17 7 OVERHEAD LINES
YI I END OF PUBLIC R/W EASEMENT PER7 OVERHEAD LINES
YARD INLET
MB 36/782 30" CURB & DB 10545/329
INV. NOT ACCESSIBLE SDMH #26 I _ I GUTTER (TYP.)
RIM:628.85 EXISTING I I I REBAR (FOUND) (EXCEPTION #10)
CONC. SWALE
CONTINENTAL BL D END CONC. WALK
I
NC GRID (NAD83)
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
U
w
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LU
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'•� SEAL
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0491-6
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REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-OAEC1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1'. = 50'
DATE
06. 18. 2019
SHEET
OVERALL EROSION
CONTROL PLAN -STAGE
C6e00

VICINITY MAP
N.T.S.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE REFER TO SHEET C0.01 "PROJECT NOTES" FOR
WITH THE CURRENT CITY OF CHARLOTTE LAND EROSION CONTROL CONSTRUCTION SEQUENCE.
DEVELOPMENT STANDARDS MANUAL
MAINTENANCE NOTES FOR CURB INLETS:
REMOVE SURFACE SEDIMENT AFTER EVERY
TOTAL DISTURBED RAINFALL AND AS IT ACCUMLATES
AREA = 13_00 AC_
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
LX151 INCH
/ SILVER CRESCENT DRIVE
(61' PUBLIC R/W)
rr (MB 48/980)
r (EXCEPTION #31)
OBAN PASSAGE DRIVE-
(60' PUBLIC R/W)
FES ELEV.:590.55'
(MB 48/13)
Know what's below.
Call before you dig.
EROSION CONTROL LEGEND
(M B 48/980) �
ELEV.: 594.8' SILT FENCE OUTLET
(EXCEPTION #31) / ID // / //'ELEV.: 594.3'
SSMH #17 \ CB l / gj /� i /'/j / G SPILLWAY
RIM=606.54 RI 599.07 9 0 / I S / /j / INLET PROTECTION
INV.IN=596.84 \ CB INV N: 591.57 / v� # �f
INV.OUT=596.44 \ \ Q� RIM:603.29 INV. OUT: 591.47
\ INV.IN: 597.29 Q k 1 O /� STORM WATER DETENTION EAS
TRANSFORMER J Q INV.OUT: 623.3 SSMH 19 I sL- �\ / /� INLET PROTECTION
FIBER BOX TELE 605 \I 2J # ;; / /f a (MB 43/329) FOR EXISTING STRUCTURES
/ NI V.IN 0589.77 l s�l I `� j / % j / / (EXCEPTION #16)
SS �\ ` INV.OUT=589.57 / / I /i / / �i/ / ' / . / TEMPORARY SLOPE DRAIN
CB
sn CB ` RIM: 599.93 'I
600. 8� rr / / vF
1142» RCP I /I//// // / FILTER BERM
\ I N 6.43�
SSMH #1 Aso 1 s°
PROPERTY BOUNDARY
/ �.�- \ IM=681 4 r - 1 // (/ // % % / / / CHECK DAM
_ //�
i
WALL / / _ \�lY. `.37 ss8 SS 2 t� I / ADIA(C j��
yobs///j ) 11\\1 SF SF SF- SILT FENCE
i C �' // //// j/�� ) I I \`�' TP TP TP - TREE PROTECTION FENCE
f -Ile
LD LIDLIMITS OF DISTURBANCE
-NOW OR FORMERLY / ) ���� LL `�--_ �% S _ _ I� �j/_v/ 6 IIII// I POWER POLE
SHLP GRAMERCY SQUARE AT -� ✓� / /\ /
// / / / W -�� \ / // /j// /�// 2p111I I�p (TYP.) WOODED AREA
AYRSLEY LLC C/O FELLERS,
//j l K y' I \ IIIII IIII I ����-I DIVERSION DITCH
SCHEWE, SCOTT, & ROBERTS, INC � / / ��-/ � "" �. � LL \ � %����7%/ � II I I I
DB 25679/773 ^/- \ --1-- /III
SEE THE C9 4RIES / I °
SHEETS FOR HE WETLAND AREA / o o° ° o °° p
RISER, OUT P}f'E / gyp - DELINEATED BY MCADAMS \ LL DOUBLE ROW HIGH HAZARD "r; oV �/ III I //�/// // /////� \\ )/ // I I o°p�Cpo��
ENGINEERING ,TEMPORARY SILT FENCE - / l /�//jj %/%/ /// \ f (l (/(I I ( I °�Q�° ° d° °pv °° CONSTRUCTION ENTRANCE EXIT
AND RIP JAP D IG�y // / - /�� I I I I vo °° o° °do °° ° /
INFORMATION ( / �. JOB NO: ALL-19000 PER CLDSM 30.06E (TYP.) LL
- - - \ I DATED: 5/3/2019 V SILT FENCE OUTLETS,
SILT FENCE OUTLETS, / \ // /
/ / / '/ W / Y - PER CLDSM 30.06C, LO
PER CLDSM 30.06C, / / / / /LMAI S OF DIST RB2CNCE/ �(� �\ TO BE PROVIDED AT i 605 �// /�/% 630 I III II / /1/ I IIII TO BE PROVIDED AT - - _ h ALL LOW POINTS i OT 0 // �// / I\ II
ALL LOW POINTS / / / _ -� J /I I �� _„` - 9 I II I/ SLOPE MATTING
/ BE- 625 ZZ
20' PERMANENT DETENTION / > / / / �- - �� - ��� / / / % _ \ \� - A I // 620 / N I PROPERTY BOUNDARY
EASEMENT (DB 20094/879) - / i = = _ /10,
APPROXIMATE LOCATION / / /j j - j �\ \ \\\�- > ` ,
DEED ILLEGIBLE �e0l/� - _/' / i / III Ill�o` `
(EXCEPTION #38) / / !x-
�� may°
SILT FENCE OUTLETS,
RCLDSM PROVI PROVIDED AT6O ALL BE
SSMH #20 \�� �� j i / // / \ \ \\ - - -//j% / / I II I I �\ I LOW POINTS (TYP.)
C,
RIM=626.80 W I N D S H I R E LANE \SS sS \\ \ \INV.IN(N)=616.80
I\\I \II \I I Ioo I
I ROCK FILL AREA
EASEMENTINV.IN(W)=616.80 PRIVATE DRIVE R
INV.OUT=616.65 T�(DB 10545/341)
EXISTING LEASING/CLUBHOUSE EXCEPTION #12
)
U�� �T lNIro, FFE=618.50WATER VAULT X2 RET ING WALL FIRE HYDRANTBONNER BRIDGE CT.\� OTHERS) (TYP.) (60' PUBLIC R W) it
IIII EDGE OF WOODS(M B 48/13)
(MB 47)
IIIII/
i�MARKED649DIVERSION, COMMUNI
CATION
45 (EXCEPTION #23) I SEE DETAIL ON LINES
10 SHEET "C6.0TYP.)
TRANSFORMER FFE=619.00CATV
YARD INLET
/I �_
RIM: 620.31 �IN
/ / --� �0 j JF� / /
/ 2 \ - ___ - - _. _ __� _ 62___ __ ______�_ 1 _ I / RETAINING WALL \ I JI I II SILT FENCE OUTLETS,
L PER CLDSM 30.06C, TO
\ LIGHT POLE � F� / / �- -�- ------ j � � J / I
\ _ �- I �ESFFE B620 00 S) v / _
`Y�) /\ I / -/ /� %/ / /�� / / / 1 ----- \� \ \ $ I I / \ I I\l l6 \ \ 620-� \ I .1 LOW POINTS BE IDD(T P )LL
FFE-621.00 POWER POLE
60' SANITARYISE-W -,Y \ .i
EASEMENT \ \ (F ����
7'X7' OUTLET (DB 22753/49 \ \ \ 54 P sss�F
STRUCTURE (DB 22465/231)\\ s /
TOP: 620.00' (EXCEPTIONS 42)
THROAT:617.48' O-
12"1NV.IN:614.45'-
- 54"INV.OUT_608.88' =)=66121�CLME3-sU�oDooCt
PROVIDED AT/ALL kOW -- 1� \ `�"�� g\ \ V \_ /
--------- BERM ----/-- - �
\ \
SSMH #
77\\ o
/ RIM=622.i)4\
1 Pvu INV.IN=613.74,
INV.OUT=61 5
MH
-____-----_ _BUR ` /v�4=
-_ �Ia� Icn �\ 60(N9461 \ \
622.
------__-f-�-�_ ��??\\
\ \ I \INV .IN(W=6064�
-��- s .. ss� // /INV.IN(S)�611.09 \
INV.OUT+06.0� \ ®\
TE 12" WAR LINE \
MARK4 COMM_U, ICATI'
SSMH,46 / / / I I / z/I LINES I \
\ \ _)N,,V.IN(W)=k14.77 \ �L // I a I MARKED EI 1
\ \ \INV.INI S)=64,Z7 \ \ �I // X N^� -62u-
_ _ \ 1NV.0 \.47 \ \ \ \ �I /// --CONDUIT TUB \
_
ERLI
AROEDINT DUIHIS ® I
UE TO EXISTI
630,�y�TION 41
\ \ EXITING D I II III II IIII IH(//// �� \)1\)J//
1 I I �
PTI9I4`g�R A EI( .�. 113 I§ I I I III // %/I- ROCK PILE
Ill II IIII III���I 4/�//
\ \60 PUB�I� R ) \ \ \1 \ \II II
\ \ (MB41/312� \ 1 ItlI
\ \ ( CE'PTIQN #�6) \ \ \ \\III
\ \ \ EDGE\ F IWOdA_, \ \ELE
VERH AD LIN LS-
\L V.: �J I / `Z POWER POLE WyyTH
�6 --,GUY WIRF_ (TYP.) V SF
1 IU
s r �S. \ss�\ ass s �, / ^ \ OVER
c�
ED\5E OF PAVEMENT < V`S �
�
CB ` � � a, � -
/ RIM:628.82
/ - - _ INV. OUT: 623.32
w w a" o w w �w w w w` Iw
SSMH #22 - - - - -
RIM=628.35
INV.IN(W)=615.45 SDMH #27 �\
INV.OUT=615.25 RIM:631.17 c
YARD INLET ..
INV. NOT ACCESSIBLE SDMH #26
RIM: 628.85 EXISTING
CONTINENTAL BL D
T
I
R
1
ASPHALT DIVERSIO DOUBLE ROW HIGH HAZARD
1
SEE DETAIL ON s�o I �/ \ \ 1 \\ TEMPORARY SILT FENCE
SHEET "C6.04" (TYP.) ' IIII / 0 / l r o 1 PER CLDSM 30.06E (TYP.)
/ BUILDING
FFE=622.00 O _
Y �►r Jl- -'' 0 1
/ 1 LIMITS OF DISTURBANCE
1 (TYP.)
1 •r / T > I 111
G AG I�
vl BUILDING
/ I
O4
/
FFE=625.50
If- EASEMENT PER
` I i EXCEPTION #151
I /Ji 11' I
n �
// ❑ / / `� OVERHEAD LINES
I / / / \ iEDGE OF WOODS
I II I
i
ARAGEI
/ \\25I
%0
/ \ \ ASPHALT DIVERSION, DOUBLE ROW HIGH HAZARD
I
DETAIL ON TEMPORARY SILT FENCE
I s�S '�^ I / INLET �R TE TION� I SHEET "C6.04" (TYP.) PER CLDSM 30.06E (TYP.) - / / o
WATERLINE EASEMENT \ (') \ \ 1 I .1 / INLET P CTION FIRE HYDRANT
/
/ P / I I (TYP.)
22465/231) / / / - - /
TRIC LINE I I iILTT F `( F C "I - I // / / / / / / /' I RN6AR 508715 88 )
\ I I I E& E AT BA K �OR6 0 I - I �s / / / / / 35� /j E 1423054.07
GA / I XIS PLA D WITH\ 3 E OSI� // /
KED I , / / / / / / I CF: 0.99984889
N CON L SP�CT* I _ I / / / / / / _I !1 1-ji I (NCSPC; NAD83)
� 1� POWER POLE WITH
\ \ / / j i� '10 GUY WIRE (TYP.)
/ O/L
45
�_- -- EDGE (:�F-WMDS
LIMITS OF DISTURBANCE c= EXISTING POWER
(TYP.) --(TYP.) 2 $o�sr� ho
630 PRIVATE DRIVE \ �� AS pC, I / \ \ \ S\ \ \ \ - �i APPARENT GAP
- - - - = - - - - - - - - _ _ - - - -
-w w w-w w -- w-- w--W - w== w==w -�-------- 1+.
-w- -w w w w- w w w w w w W
`�
WATER VAULT X2 UNTRACEABLE WATER LINE CONTINUES YARD INLET
WATER VAULT (TYP.) OVERHEAD LINESL7
-END OF PUBLIC R/W EASEMENT PER OVERHEAD LINES \
MB 36/782 DB 10545/329 K`lU
(EXCEPTION #10)
CONC. SWALE
BUILDING 1I
• P
W
uuuuur�uu iii � r
7
1
I
NC GRID (NAD83)
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-OAEC2
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
1" = 50'
DATE
06. 18. 2019
SHEET
OVERALL EROSION
CONTROL PLAN -STAGE II
C6e0l

S
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STD. &
SPEC. #
TITLE
SPECIAL REQUIREMENTS & NOTES
6.11
PERMANENT SEEDING
-
6.17
ROLLED EROSION CONTROL PRODUCTS
-
6.51
HARDWARE CLOTH & GRAVEL INLET PROTECTION
-
6.60
TEMPORARY SEDIMENT TRAP
WEIR TOP WIDTH 10' MIN., BOTTOM 7' MIN.
6.61
SEDIMENT BASIN
FLASH BOARD RISER NOT PERMITTED
6.64
SKIMMER SEDIMENT BASIN
1 ST BAFFLE: RIP RAP & WASHED STONE BERM
2ND BAFFLE: STANDARD BAFFLE
3RD BAFFLE: STANDARD BAFFLE
NCDOT
NCDOT
.
SPECIAL SEDIMENT CONTROL FENCE1606
-
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
LENGTH TO
WIDTH RATIO
2:1
MAX.
LENGTH TO
8:1
WIDTH RATIO
MIN.
law
VOLUME
(CU.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
Q10)
BAFFLE tr
PLAN VIEW
BAFFLE (,YP.) NOTES:
1.
REFER M NCESCPDM
SECTION /8.81 FOR
SPECIFICATIONS REGARDING
LENGTH
SEDIMENT BASINS.
GENERAL NOTES:
2.
; M . j AHD
1.
AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
10'
MIN.
INSTALLATION.
2.
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
INFLOW
3.
FIRST BAFFLE IS TO BE
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED OF RIP -RAP.
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
-
WITH A MIN. HEIGHT OF 3'
-
AND MIN. TOPWIDTH OF 2.
3.
SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
-------- 4.
FLASHBOARD RISER NOT
---RISER
PERMITTED FOR USE IN
4.
THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
THE CITY OF CHARLOTTE
5.
CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
AVERAGE AREAS
SKIMMER 5.
DEWATERING
SKIMMER INVERT ELEVATION
- BASIN BOTTOM + 1'
6.
ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
WIDTH - LENGTH
DEVICE
MIN'
7.
SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
• AREA OF BASIN WATER
8.
L_
H - SPILLWAY ELEVATION
- SIMMER INVERT
8,
STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
SURFACE AT TOP OF PRIMARY
ELEVATION
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
SPILLWAY
MIN,
DIMENSIONS.
9.
THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
CROSS-SECTION VIEW
10.
WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
NDIE it`s
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
1 FREEBOARD W 6" MAX. DEPTH OF FLOW 11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
OVER EMERGENCY SPILLWAY EMBANKMENT SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
INFLOW PRIMARY SPILLWAY (RISER) MIN. 1
T 12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. FOR DESIGN OF SEDIMENT BASINS. REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
2' MIN. BAFFLES -A EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
DEWATERING
Z
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
ZONE
-
j - - - - - - H
EMERGENCY
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN RETCHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
THE STANDARDS & SPECIFICATIONS SHOWN ARE FROM THE "NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
FILTER FABRIC
- 1 - - - - -
SPILLWAY
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
DESIGN MANUAL" (NCESCPDM) PREPARED BY NC DEPT. OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR); ALSO
"ROADWAY
CLEAN IUT
H X 1.5
S
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT
REFERENCE NCDOT STANDARD DRAWINGS," LATEST EDITION.
DEPTH
MIPEDEsrAL
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE
THE CITY OF CHARLOTTE HAS ADOPTED THE SPECIFIC STANDARDS &SPECIFICATIONS SHOWN ON THIS DETAIL AS MANDATORY
DATA BLOCK (H/
SEDIMENT
1•sTORAGE MouND IdP-ItAP(As
COLLAR NOT TO SCALE
\IIAII\II ILA AMIPAI CTA \111ADAC D. CDCPIDIPATAAIC •CDCPIAI DCAIIIDC\IC\ITC D. LIATCC" ADC WWII I IACr1 WLIC\I TLIC PIT/ AC
(OR APPROVED EQUIVALENT)
mn.lmvm vwlvn J1"Iw"\VJ a JF` VI Ivn11V1\J. "`LV 1L ."LwwII\LmV1+1J o I+VILJ "A" 11+VLVVVV ..Il"11 111V V111 wl
CHARLOTTE'S CRITERIA ARE MORE STRINGENT THAN THE NCESCPDM OR NCDOT STANDARDS.
BASIN
�fF'
DRAINAGE
ARFA
ACRES
DENUDED
AREA
ACRES
010
BASIN
VOLUME
BASIN SURFACE
AREA
CLEANOUT
DEPTH (FT.)
H 2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
CUBIC FT.
CUBIC FT.(SO
REQUIRED
FT.(SO
PROVIDED
FT.
A
9.55
9.55
30.2
17190
78361
13140
24684
0.45
0.90
3.0
25
2.1
10.0
2.5
2.5
0 CITY OF CHARLOTTE SPECIAL 0 � CITY OF CHARLOTTE 0 9 CITY OF CHARLOTTE O
Cm. LAND DEVELOPMENT STANDARDS EROSION CONTROL _ LAND DEVELOPMENT STANDARDS SEDIMENT BASIN _ LAND DEVELOPMENT STANDARDS GENERAL NOTES- SEDIMENT BASINS
CHARIffFTE. ��,�� �� grJ REQUIREMENTS & NOTES 30.0015 CHARLOTTE. INCLUDES CHARLOTTE ETJ 30.03A 15 CQARWTTE.
INCLUDES CHARLOTTE ETJ r30-03B 15
LENGTH AS NECESSARY 0 0 OF INLET
� AREA
TO GO THRU DIKE
INLET ZONE 25%
SEDIMENT PR OF SURFACE AREA
RIP RAP & WASHED STONE NOT REQUIRED IF BASIN INLET ZONE 25% GENERAL NOTES:
FILTER BERM IS LOCATED DOWNSTREAM OF SURFACE AREA
V MIN. PIPE (CLDS 30.12) OF PIPE OUTLET. 1. DRIVE 5' STEEL POST AT LEAST
(VOLUME PER CLDS 30.12) �ET Z� 2, %
1 ' OF SURFACE24" INTO SOLID GROUND.
AM
1.5' MIN. 1�• IMENT PIT IFI 2. USE STAPLES 1' APART
FLEXIBLE PIPE , ; / \ HORIZONTALLY AND VERTICALLY
TIE DOWN 10' MAX. SPACING • , ; 8. TYP. TO ATTACH THE FILTER FABRIC
TO THE HARE FENCE.
TIE DOWN AT END �4�� / � � 4. THE3. MUM BAFFLE FLOOR OF THE BATNG IS 10'.
BASIN IN
4' MIN • •, ; ; '' r: ; -' LL SLOPE X
DIAMETER (D) • , ; • ' . ; ' • +
THE OUTLET ZONE AND BERMS
+ ; • , + , \ I SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
PROFILE * , ; ; • ; ' . ; ; • / IS CONSTRUCTED.
MI ' MIN l BIRTH X
COMPACTED BERM 5. REFER TO NCESCPDM SECTION
#6.65 FOR ADDITIONAL
' E'er DIKE ILT FENCE M SPECIFlATIONS.
2
• AT LESS THAN 1% SLOPE RIP -RAP ► , + ' . ; FINISH (SEE NOTE 2) /
(;RdUND
EXTEND M EDGE OF DISTURBANC
��TCti
x
CONSTRUCTION SPECIFICATIONS: WIDTH AND DEPTH A�r�A V-0" MAX. SPACING 700 9/� \X- X�
c/pOD
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE DESIGNED ND OOIR FABRIC 5' STEEL POST
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4 LIFTS TO THE TOP OF BY ENGINEER OF DITCH TO BE MIN) OR EQUIVALENT
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
FLOW .� q
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL III MI*
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE 8" X 8" TRENCH
PACT
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET. IF PARTY OR HIS AGENT. NOTE: FENCEBACKFIAM FABRIC
EMPTYING INTO A DISTURBED AREA 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %. BURIED IN TRENCH
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE. 2. SILT FENCE MAY BE REQUIRED BEHIND BERM _' •
111- lV
NOT TO SCALE NOT TO SCALE C NOT TO SCALE
CITY OF CHARLOTTE 0� CITY OF CHARLOTTE O� CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS FLEXIBLE PIPE SLOPE DRAIN _ LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH _ LAND DEVELOPMENT STANDARDS BAFFLE INSTALLATION
CHAP"TTE. INCLUDES CHARLOTTE ETJ 30.04 CHARLOTTE
INCLUDES CHARLOTTE BTJ 3 0.0 5 15 �RLOT'I'E- INCLUDES CHARLOTTE ETJ 30.19 15
7
O o
STEEL POST 4 MAX.
STEEL POST 8' MAX g' MAX OFHARDWARE CLOTH
FENCING WASHED STONE BETWEEN POSTS
STEEL POST STEEL POST STEEL POET OF APPLICBw ( �� �CO'VERED BY STEEL POST
WIRE FENCING WARE FENCING HARDWARE CLOTH
In
FILTER FABRIC WASHED STONE
FILTER FABRIC WOVEN FILTER F �', �/ (NCDOT #5
WOVEN FILTER FABRIC
WOVEN FILTER FABRIC i /5 OR /8g7$WASHED STONE
r6lN 1` fLOW�," 2� FLGW
0
� 8
4" 4
4" ANCHOR SNORT: ANCHOR SIORT;
ANCHOR SKIRT; EXCAVATE EXCAVATE TRENCH
EXCAVATE TRENCH AND AND COMPACT
TRENCH AND COMPACT BACKFILL
COMPBACKFILL
LL GENERAL NOTES:
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MINIMUM OF 8 LINE WIRES WITH 12' STAY SPACING.
MORE THAN 30 DAYS. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL PERIOD OF MORE THAN 30 DAYS.
TYPE MAINTENANCE NOTES: 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER GENERAL NOTES: MAINTENANCE NOTES:
ANGLE STEEL
3. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY 1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO 1. FILTER OUTLETS SWILL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING 4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 8 LINE TALLER THAN 18 INCHES. HIS
AGENT RAINFALL ANY REPMEDIATELY AFTER AIRS RAINFALL AND AT LEAST NEEDED HALL BE MADE DAILY
YXDURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. WIRES WITH 8" STAY SPACING. MAINTENANCE NOTES
ADJACENT M SWIM BUFFERS, STREAMS OR WETLANDS (REFER M SWIM BUFFER 2. HARDWARE CLOTH SHALL BE ANCHORED M THE STEEL POSTS SECURELY USING
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END 5. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE LENGTH AND BACKFILLED PROPERLY SHOWN IN ABOVE DETAIL HARDWARE CLOTH TO OR REMOVED IT.
FABRIC SHALL BE REPLACED PROMPTLY. 8. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING B BE SAME AS STD. �30.09 (19 GAUGE, 11//4" SPACING).
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. OF SLOPES GREATER THAN 10 FEET VERTICAL PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
CAL (2:1 SLOPE)
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR M THE END OF 3. POSTS SHALL BE NO MORE THAN 4 FEET APART. OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
8. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 8.82A NORTH CAROLINA THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE 7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM M THE EXISTING
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE IS ADJACENT M SWIM BUFFERS, STREAMS OR WETLANDS (REFER M SWIM SHALL BE REPLACED PROMPTLY. 4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE GRADE, PREPARED AND SEEDED.
EXISTING GRADE, PREPARED AND SEEDED. BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL DIRECTION OF THE INSPECTOR.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS. DITCHES, WATERWAYS OR OTHER IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
ARC OF CONCENTRATED FLOW. OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
S. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE IS REMOVED SHALL BE DRESSED TO CONFORM M THE EXISTING GRADE,
FENCE, PREPARED AND SEEDED.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 8.82A NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
OTHER AREAS OF CONCENTRATED FLOW.
NOT TO SCALE NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE HIGH HAZARD • CITY OF CHARLOTTE SILT FENCE
LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE S LAND DEVELOPMENT STANDARDS M LAND DEVELOPMENT STANDARDS gf3HK3=j REV,
QIARi.OTTE_ TEMPORARY SILT FENCE OUTLET
INCLUDES CHARLOTTE ETJ.[. I . iT_ INCLUDES CHARLOTTE ETJ 30.06C 15
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-EC3
CHECKED BY BGP
DRAWN BY JBW
SCALE NTS
DATE 06. 18. 2019
SHEET
EROSION CONTROL
DETAILS
0
FINAL DRAWING - RELEASED FOR CONSTRUCTION
C6e0
2

0
0
0 0
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
STAKES \ 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
GENERAL NOTES: � OR CHANNELS TO SLOW VELOCITY OR TO CREATE
a 1. SEDIMENT SHALL BE REMOVED AND TRAP \ WASHED StgpE SEDIMENT TRAPS. 1'-6• MN.
>P 0 RESTORED TO ITS ORIGINAL DIMENSIONS ••�.�. 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE / 5 wAsllm sroNE
p 0 WHEN THE SEDIMENT HAS ACCUMULATED ;ss�' '•�.• TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
TO 1/2 THE DESIGN DEPTH OF THE TRAP. A •.:• ;. STORAGE DOWNSTREAM DAM (SEE DIAGRAM BELOW). 2
• AREA .xdqWftl� I
2. REMOVED SEDIMENT SHALL BE DEPOSITED
IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE. IMEM
1y
QM B RIP RAPN
AT CENTER
r.�■ •ram• .�i�y.*•y.A
'or
m-7
STAKES
3. THE STRUCTURE SHALL BE INSPECTED BY 7MI"'
MAXIMUM SPACING
01
rnz nvuv nr iuc Lnvn Qnmkm cvr-w CATCH =���111�111�11�11�111=111
AND REPAIRS MADE AS NECESSARY. BASIN
WIRE MESH CONCRETE BLOCK � \
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED A AND B ARE AT EQUAL ELEVATIONS
OUT IN SUCH A MANNER THAT EROSION AND �O f CROSS SECTION
WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND \
- - a THE AREA STABIUZED WHEN THE DRAINAGE
BASIN HAS BEEN PROPERLY STABILIZED. J \ t1-• MIN.
VIEW / 1
• 6. ON LARGER DRAINAGE AREAS RIP RAP MAY
Ail • • r BE REQUIRED UNDER THE WASHED STONE. I 11I I _ - - - - - - - - - - - - - - - - - -
2 •: . DROP INLET v MIN.
WITH GRATE yr
• !-aSTONE - - a �11'-vIIt� 1� 1
w
° FIL7 i CLOTH
12' MIN. 11IM
CATCH -It' 1��111=ulu�_p�=11�11=111�,-'a a=�=1,►i�ll_
�
SPECIFIC APPLICATION' BASIN
3,-4,
THIS METHOD OF INLET PROTECTION IS APPUCABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS SECTION A -A PLAN
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
NOT TO SCALE NOT TO SCALE NOT TO SCALE
CITY OF CHARLOTTE BLOCK AND GRAVEL 0 CITY OF CHARLOTTE O \\N/� CITY OF CHARLOTTE 0
LAND DEVELOPMENT STANDARDS STONE INLET PROTECTION _ LAND DEVELOPMENT STANDARDS STONE INLET PROTECTION _ LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM
CJ(IARIATTE. INCLUDES CHARIATRE ETJ 30.07 CHARLOTTE_ INCLUDES CHARLOTTE ETJ 30.08 CHARLOTTE- INCLUDES CHARLOTTE ETJ 30.10A 15
NO 0 ALTERNATIVE 1: 0
1. A STABIUZED ENTRANCE PAD OF 2-3" OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
A PUBUC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. TEMPORARY DIVERSION
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBUC STREETS OR EXISTING PAVEMENT. THIS MAY DITCH SEE CLDSM #30.05
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. SEE NOTE 1 OR FLATTER 10' MAX.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBUC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE LTER MEDIA (SEE NOTE 2)
SWEPT BACK ONSITE ON A NIGHTLY BASIS.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBUC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA 10' CONSTRUCTION
STABIUZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B. HIGH ACCESS SILT FENCE AS NEmTn MP
HAZARD FLOW
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 do 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY SILT FENCE �1 OR FLATTER
STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION. SEE CLDSM
7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION. #30.06B IN 10' MAX.
WIRE MES \
100' MIN. VEGErATI E BUFFER ATER LEVEL
PUBUC STREET
=1II=1II-1II=1 I=III-II1=11- NOTES: ALTERNATIVE 2:
EXISTING GROUND , I-III-III-1 ' ' SOIL STABILIZATION FABRIC
UNDER 2-3' OF WASHED STONE 10' MAX. 1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
1. IF DIVERSION DITCH USED, IT SHOULD 3 WIDE BENCH 1 OR FLATTER THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
EX. CONC. FLOW INTO SEDIMENT BASIN ROCK SEE NOTE #2 MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
MIN. DRIVEWAY APRON CHECK DAM, OR SLOPE DRAIN 2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
WITH SIDEWALK AT
BACK CURB 2. BENCH SHOULD BE GRADED AT 096
10' CONSTRUCTION 0.5% �� 3. FILTER MEDIA MAY BE, BUT NOT LIMITED T0, SAND MEDIA FILTRATION DEVICES,
(IF RETAINED DURING LONGITUDINAL SLOPE (ON -CONTOUR) HIGH ACCESS
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
- - - CONSTRUCTION.) HAZARD 4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
SILT FENCE 1 OR FLATTER
Z SEE CLDSM '
#30.06B IN 10' MAX.
CO = POINT
0° WIRE MES
NOT TO SCALE NOT TO SCALE NOT TO SCALE
CITY OF CHARLOTTE CITY OF CHARLOTTE CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE _ LAND DEVELOPMENT STANDARDS SLOPE STABILITY _ LAND DEVELOPMENT STANDARDS EROSION CONTROL D EWATE R I N G
CHARLOTTE. INCLUDES CHARIATfE ETJ 30.11 A 15 CIIARMTTE. INCLUDES CHARLOTTE ETJ 30.16 12 C[ARLOTTE. INCLUDES CHARLOTTE ETJ 130.131
KEY/ANCHOR MATERIAL AT 0 NOTES o FOR LATE WINTER AND SOIL AMENDMENTS:
TOP OF SLOPE. 2. FILTER TYPES SHALL SHALL
APPROVED DOCUMENTED
Y THE CITY PROJECTORPRIOR EARLY SPRING:
1. INLET GBOOK. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL UMESTONE
AND 750 LB/ACRE 10-10-10 FERTIUZER
12" MIN. TO INSTALLATION.
SPACING TYP.* 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE SEEDING MIXTURE RYE (GRAIN)) - 120 LB/ACRE APPLYH
DIRECTION OF THE ENGINEER. 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
% GENERAL NOTES: AND/OR CLOSE OUT OF GRADING PERMIT. (OMR ANNUAL LESPEDEZA WHEN DURATION TOOL
36" MIN. SPACING TYP.* / / 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR OF TEMPORARY COVER IS NOT TO EXTEND
/ ` 1. LAY BLANKETS LOOSELY AND BASIS NOT BE MORE THAN HALF FULL AT ANY TIME). BEYOND JUNE) I�AIl�EdA�E.
10, STAKE OR STAPLE TO MAINTAIN REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTIUZE AND MULCH IMMEDIATELY FOLLOWING
DIRECT CONTACT WITH THE SOIL 6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS SEEDING DATES: EROSION OR OTHER DAMAGE
DO NOT STRETCH. Hoop AS LONG AS STORM DRAINAGE IS NOT IMPEDED. JAN. 1 - MAY 1
2. * DIMENSIONS SHOWN ARE SOIL AMENDMENTS:
MINIMUM, MANUFACTURED FOR SUMMER:
PRODUCTS MAY HAVE ADDITIONAL GRATE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
REQUIREMENTS THAT MUST BE AND 750 LB/ACRE 10-10-10 FERTIUZER
6" MET. SEEDING MIXTURE:
GERMAN MILLET - 40 LB/ACRE
OVERLAP 3. SLOPE SURFACE SHALL BE FREE (A SMALL -STEMMED SUDANGRASS MAY BE APPPLY�'4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
�j IN SLICE OF ROCKS, SOIL CLODS, STICKS, SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
GRASS. MAT/BLANKETS SHALL EXPANSION 1" REBAR FOR
HAVE GOOD SOIL CONTACT. RESTRAINT REMOVAL FROM INLET SEEDING DATES: TOOL
MAINTENANCE
4. THE DETAIL SHOWN IS FOR SLOPE MAY 1 -AUG. 15 REF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTIUZE AND MULCH IMMEDIATELY FOLLOWING
MATTING. FOR CHANNEL OR PIPE p p� DEFLECTOR REQUIRED WHEN USED ON EROSION OR OTHER DAMAGE
OUTFALL MATTING SPECIFICATIONS, FILTER BAG
PLEASE REFER TO NCESCPDM n EXISTING MAINTAINED STREETS.
STANDARD #6.17 AND DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT FOR FALL: SOIL AMENDMENTS
. TT :
jWATER TABLE MANUFACTURER'S GUIDELINESWILL NOT COMPLETELY OBSTRUCT STORM FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL UMESTONE
A WATER FLOW FROM ENTERING VIA THE CURB
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
OPENING. ENSURE NO MORE THAN 25% OF
SEEDING MIXTURE:
CURB OPENING IS OBSTRUCTED. RYE (GRAIN) - 120 LB/ACRE MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
n mill -� SEEDING DATES: ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
NON -WOVEN GEOTEXTILE FILTER CLOTH AUG. 15 - DEC 30 TOOL
FABRIC 4' ABOVE SOURCE WATER. p
MAINTENANCE
° UITLEr AAREPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
n MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE. SECTION INSTALLATION FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL UMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTIUZERS, THE KINDS OF SEED, AND THE RATES OF APPUCATION OF UMESTONE, FERTIUZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6A 1 AND
NOT TO SCALE NOT TO SCALE THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
• CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS EMBANKMENT MATTING D ETA I LLAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTIONS LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING SCHEDULE
TTE- INCLUDES CHARLOTTE ETJ 130.201 1 CHABLO'I'TE- INCLUDES CHARLOTTE ETJ 30.15 13 ��TTE INCLUDES CHARLOTTE ETJ 130.1719
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO.
DATE
1
08. 22.2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-EC3
CHECKED BY BGP
DRAWN BY JBW
SCALE NTS
DATE 06. 18. 2019
SHEET
EROSION CONTROL
DETAILS
0
0 0
FINAL DRAWING - RELEASED FOR CONSTRUCTION I
C6e0
3

T�6 ® CURB INLET WITH
�,✓ INLET PROTECTION
3'
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3' LLB w
Zbi 0 Q
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PLAN VIEW
3"
INTERMEDIATE P
AVEMENT SECTION
6"
CROSS SECTION
CONSTRUCTION/MAINTENANCE SPECIFICATIONS:
INSTALL TEMPORARY ASPHALT BERM AT EACH SUBDIVSION ROAD
INLET TO CAPTURE WATER AND DIRECT TOWARDS THE INLET
PROTECTION AND PREVENT THE BYPASSING OF RUNOFF.
BERM SHALL BE A MINIMUM OF 3 INCHES TALL.
REPAIR DAMAGED ASPHALT. REMOVE ACCUMULATED SEDIMENT
AND DEBRIS. MAINTAIN POSITIVE DRAINAGE.
ASPHALT BERM MAY BE REMOVED WHEN BRINGING THE
PAVEMENT TO FINISHED GRADE.
TEMPORARY ASPHALT BERM (TAB)
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
Implementing the details and specifications on this plan sheet will result in the construction
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g p g
sections ofthe NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
a Perimeter dikes
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabiliration
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other -niches and tahfiers
other m inches and twhfiers
• Hydroseeding
• Gectextlle fabrics such as permanent soil
• Rol led erosi on control products with or
rel nforcment m acting
without t empo rary grass seed
•Hydroseeding
• Appropriately a pp lied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural m strode such as concrete, asphalt or
retalningwalls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES(PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlets) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
overflow events. Replace the tarp, sandbags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement ofthe next business day. Anytime when inspections
were delayed shall be noted in the Inspection Record.
Requency
Ins ect
(duringnormal
Ins orlon records must Indudc
business hours(
(1)Rain gauge
Daily
Dal ly ai nfall amounts.
_I rtained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the currulative rain measurement for those un-
attended days (and this will determine if a site impecuon is
needed)- Days on which no roirfall occurred shall be recorded as
The permittee may use another rain -monitoring device
approved bythe DNision
(2) 1
Atleastonceper
1. Identification ofthe measures inspected,
Measures
7calendar days
2- Date and it me ofthe inspection,
and within 24
3- Name ofthe person performingthe inspection,
hours of a rain
4- Indication of whetherthe measures were operating
event >101nch in
properly,
24 hours
5- Descn ption of maintenance needs for the measure,
6- Deson prim evidence, and date of conective a du ons taken
(3)Srormwmer
At l east once per
1- Identification ofthe disdv rge mrfal lsirepedted,
discharge
7calendar days
2. Nate and ti me of the inspection,
outfalls (Si
and within 24
3. Name ofthe person performingthe inspection
hours of a rain
lution sh as oil
4- Evidence of indicators of stormwater disuch
p
event >lolnch in
sheen, Roaung or expended solids or discoloration
24 hours
5- Indication ofvisible sediment leaving the Ste
6- Descn ptionevidence, and date of corrective am ons taken
(4)Perimeter of
At l east once per
Ifvisihle sedimertatiunis found outside site limits, then, record
site
7calendar days
ofthe toll shall be made=
and within 24
1. Actions taken to cleanup or sta bilize the sedimentthat has left
of
ours of a rain
the site limits,
10inch in
2- Description evidence, and date ofcomective actionstaken, and
24 hours
3- An explanation as to the actions taken to control tuture
releases_
(5)Streams or
At least once per
If the stream or wetland has increased visible sedimentation or
wetlands onsire
days
7ca1endard
stream has visiblemo•ersed turbid from the construction
�
or vi
and within 24
activity, then a record ofthefdlownng shall be made=
(where
hours of a rain
1. Descrplion, evidence and date of corrective anions taken and
accessible)
event?10inch in
2. Records of the required reportslo the appropriate Division
24 hours
Regional Office per Partlll, section C, Rem (2)[a) of this perml
(6)Ground
After each phase
1. The phase ofgrading (instal lalion of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
asures
drainage co Iabon of all land -disturbing
g rr rig
aoivity, mnstrudion or redevelopment, permanent
ground coverl-
2. Documentation that the required ground stabilization
es have been provided within the required
tinnefranne or an assurance dhatthey will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
a Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
Pv
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Ian.
PP P
E&SC measure shown on the approved E&SC
pp
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a ropy of the approved E&5C
to E&5C measurei
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
p q
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.411
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all ofthe following criteria have been met:
(a) The E&SC plan authority has been provided with documentation ofthe non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas ofthe sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters ofthe United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream orwetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7calendor days, a report that contains a description of the
stream or wetland
sediment and actionstaken to addressthe cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 301 list as impaired for sediment -
related causes, the permitter, may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(hJ Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(h) (c) ,hove
(c) Anticipated
• Areprl at least ten days before the dote of the bypass, iJpossfble.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)I
effect of the hypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses 140 CFR
• Within 7calendor days, a report that includes an evaluation of the
122.41(m)(3)j
quality and effect of the hypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
. Within 7calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates andtimes, and if the noncompliance has not
health crthe
been corrected, the anticipatecitime noncompliance is expected to
envircir-rd 40
continue; and stepstaken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. 14D CFR 122.41(I)(6).
it Division staff may waive the requirement for a written report on a
case -by -case basis.
�NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/101SELF-INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/101
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-EC3
CHECKED BY BGP
DRAWN BY JBW
SCALE NTS
DATE 06. 18. 2019
SHEET
EROSION CONTROL
DETAILS
FINAL DRAWING - RELEASED FOR CONSTRUCTION
C6e0
4

0
10
10
GENERAL NOTES:
• 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
1/2" RADIUS 2'-0" ,• •. • • SIDEWALK AT 5INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
I •• 3• RADII 1/2" RADIUS r6r�.'-RADIUS ' .� INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN 1/6r�
• ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
. • SIDEWALK JOINS ANY RIGID STRUCTURE.
j0' ° '' • • 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
• • • 1/6w RADIUS •• 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
• y • • • • ° • ° v •. • • • •• OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
ro ^ CONTRACTION JOINT •' A 4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
• °• ° ro : • .44 °•• BACK OF CURB SEE STD. 10.17E GENERAL NOTES ° • • STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
2'-6• -0• INTERSECTING STREETS.
GROOVE JOINT IN SIDEWALK 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
STANDARD 2'-6" CURB AND GUTTER �t'-e6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
V-6" STANDARD CURB AND GUTTER 2'-6" CURB AND GUTTER SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
1'-6" CURB AND GUTTER 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
ENGINEER.
UP OF GUTTER/EDGE OF PAVEMENT 8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
1/8' RADIUS RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
6' 1'-8' 8' 1'-6"
IF 3" RADIUS IF 3" RADIUS
.02 FT FT .03 FT/FT
'0'-0" I
PLAN VIEW
\ \
/. /.
• • 1 8 TO 1 4
• , t
I" j8'1-4"1.56X
FA i..w r.
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
J�Q]]:i BASE CROSS -SLOPE
4' ,1" 1.56X
5' 1. 1.67X
6' 1- . 1.56X
14 - At A 1 . - i • • 2 LArANJIVN JVINI
L
• A . • A . JOINT FILLER c? 1.50X (2.00X
NOTES:
2.�. .03 FT/FT ES
1/2" ,s
1. TRANSITION TO BE ALONG BACK OF CURB. TRANSVERSE EXPANSION 7,• "
PROPOSED CURB do GUTTER
2'-0" STANDARD CURB &GUTTER 2'-0"
JOINT IN SIDEWALK
PROPOSED 4" CONCRETE SIDEWALK
SLOPE FOR VARIABLE
SUPERELEVATION RATES DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALE NOT TO SCALE NOT TO SCALE
CITY OF CHARLOTTE 0 CITY OF CHARLOTTE CURB TRANSITION 0 CITY OF CHARLOTTE 0
LAND DEVELOPMENT STANDARDS STANDARD CURB AND GUTTER _ LAND DEVELOPMENT STANDARDS 2'-6"
,-6 CURB AND GUTTER TO SM. NO. I R lax. LAND DEVELOPMENT STANDARDS CONCRETE SIDEWALKS
C[IARiATTE. 119=1 s CHARLff M M 110.17A CT<IA "TTE_ mcmim caRwm grJ 1'-6" CURB AND GUTTER 110.201 WARILOTTE. wma cnzm ETJ 110.22 115
0 1. ALL CONCRETE TO BE 3800 P.S.I. COMPRESSIVE STRENGTH. VARIES AT EACH ENTRANCE 0 TURNING SPACE/LANDING
2. AT ALL DRIVEWAYS. SIDEWALKS TO BE REMOVED TO THE TAPER CURB (FACE -FACE AT R/W) NOTES: 1.5X (2X MAX) CROSS -SLOPE AND RUNNING SLOPE
(MIN 2:1)
NEAREST JOINT BEYOND NEW CONSTRUCTION T OR CUT WTI1i B 1. ENSURE FLUSH CONDITIONS AT CURB
A SAW AND REMOVED. SAW CUT OR JOINT TO BE
PERPENDICULAR TO EDGE OF EXISTING PAVEMENT SEE RAMP TO GUTTER TRANSITION. SIDEWALK <� A <
STD. NO. 10.17 FOR JOINT DETAIL PAY LIMITS FOR WORK _ <� F�
W DONE UNDER CITY OF CHARLOTTE CONTRACTS ARE FROM 1/2 NOTEJ2 NT 2. TYPICALLY, THE SIDEWALK RUNNING SLOPE i
V EXPANSION JOINT TO EXPANSION JOINT, FROM UP OF K f 5' IN. WIDTH I MATCH ADJACENT SHALL NOT EXCEED THE GENERAL GRADE
1. CURB TO BACK OF SIDEWALK. ( ) CURB FLUSH I WITH SIDEWALK SIDEWALK WIDTH ESTABLISHED FOR THE ADJACENT STREET.
NOTES: (5 MIN.) v v •
Z 24.0" 96.0" 2.5" 3. ALL DRIVEWAYS MUSE MEET THE CURRENT CITY DRIVEWAY 3. IF THE SLOPE FROM FLOWUNE TO BACK
REGULATIONS AND NCDOT REQUIREMENTS FOR SPACING. • • • • • + + + + •
SIGHT DISTANCE. AND OFFSETS FROM PROPERTY LINES AND • + + • • • • • • • • • • • • • • OF CURB AT RAMP IS LESS THAN 8.33X, 8' WIDE
1. BIKE RACKS SHOULD BE INSTALLED AS PER NG S IP p�NG STRIP THEN THE SLOPE FROM UP TO FLOWUNE PLANTING • . .-* . + + + +
m SCHEDULE 40 STEEL MANUFACTURER'S RECOMMENDED INSTALLATION INTERSECTIONS 8 BACK OF CURB
• . • r • AT RAMP MAY EXCEED 5X AS LONG AS STRIP r + + + + + + + + + +
PROCEDURES. 6A> 1/2 EXP. JOINT • RADIUS.) B
4. ALGEBRAIC DIFFERENCE IN GRADE ("A7 BETWEEN SLOPES • • • • GROOVE JOINT THE ALGEBRAIC DIFFERENCE BETWEEN
o PLATE ANCHORS OR• + •(� NOTE 5) • • (SEE NOTE 5) . •
:36.0" 2. ALTERNATIVE BIKE RACKS OR LOCKERS MAY BE SHALL BE BX OR LESS' A A THESE TWO SLOPES IS LESS THAN ' ` ` ` ` ` C� fCFACE OF CURB
EMBEDDED MOUNTING.' - A-�- - -a CURB GUTTER 13.33X.
... ....
USED BUT ARE SUBJECT TO APPROVAL BY THE 5. RADII MUST BE MINIMUM 8 FEET OR THE WIDTH OF THE - - - - - -SEE TOTIE 2 - - - - - r + * + * + T T + + + + FLOWUNE
< d PLANTING STRIP. WHICHEVER IS GREATER. RADII GREATER
3 CHARLOTTE DEPARTMENT OF TRANSPORTATION. THAN THESE MINIMUMS MAY BE REQUIRED BY CDOT ON A
- - - - - - - - - -
CASE -BY -CASE BASIS. FOR RADII GREATER THAN 8 FEET. 1/2' EXP. JOINT GROOVE JOINT O
3. ALL DIMENSIONS SHOWN ARE MINIMUM. THE RADII ARE TO CONTINUE AS A BAND AT -GRADE 90' TO BACK OF 1/2" D(P. JOINT
ff7
SIDE VIEW 15 to 30 THROUGH THE SIDEWALK CURB (tiYP.) B CONTINUE JOINT AT I VARIES I I VARIES I GUTTER UP
4. PLACEMENT SHOULD BE CANE DETECTABLE AND 6. PER NC IFC SECTION DIO&Z FIRE APPARATUS ACCESS PLAN VIEW BACK OF CURB T (MAT r
PLACED OUTSIDE PEDESTRIAN ACCESS ROUTE. ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE SIDEWALK
WIDTH) SLOPE 'A' = UP TO 1.5% (2.00% MAX)
7. PAVERS USED IN DRIVEWAY MUST HAVE A THICKNESS OF 3 _ NEWAY WIDTH VARIES _
INCHES. 0' 0" SLOPE 'B' = UP TO 7.5X (8.33% MAX)
- S. JOINT MATERIAL MATERIAL SHOULD BE PLACED FLUSH WITH Epp al= cXlre MIN. FROM EDGE"OFWALK MIN. Tap OF � PLAN VIEW SLOPE "C" = UP TO 10X MAX
Z 9. THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LINE TO
6• " FLOWUNE DEPTH
PREVENT RUNOFF FROM ENTERING DRIVEWAY. AT RAMP LOCATiON
m SECTION A -A (ALONG FLOW LINE) I TURNING SPACE/LANDING 2"CURB MAXOFROM TACK OF
I PAVEMENT 1.5X SLOPE (2.00X MAX.) WARNING SURFACE MAT
0 30.0" TYP. FRONT EDGE OF WALK ELEVATION CROSS SLOPE AND RUNNING
PLANTING STRIP (BEYOND) MATCH ADJACENT (A• SEE NOTE 4) \fvS** - pp W M l SLOPE PLANTING STRIP TIP. 2X SLOPE (BEYOND) ~ • DEPTH FLOWUNE
---------------------------------- - • RAMP LOCATION
WIDTH VARIES SIDEYUIV.IC WIDTH f
AT
3 24 0' DRIVEWAY DIMENSIONS (8' 11fP.) (5' MIN.) **
C OPERATION/RADIUS MINIMUM MAXIMUM 8" "An
}14'ir T T7
1 5fi (2000i MAX) }696 «SEE NOTE 8) 1 -9 fO" 1 "
WALL OR BUILDING FACE ONE-WAY WITH �. 30. 1 2• to'x• MAX
-2z "A• 6 » » (2'-8*» '
ONE A RADII 1 RAMP SLOPE I I
v A TYP. MATCH SIDEWALK UP TO 7.5X I-2 -0� 1 -9
ONE-WAY3Fr. WIDII 15' 25' 7 y , , V'qR/ RAMP SHAPE CURB AND GUTTER (8.3X MAX.) I DETECTABLE I
'-g•� I- l0g�10� ** WARNING MAT CURB GUTTER
2650
PLAN VIEW TWO-WAY WITH ' ' 2 -6" CURB AND GUTTER RAMP DETAIL PER CLDS
6-12 Fi RADII MAXIMUM SLOPES FOR CURB AND #10.358
1133+ Fr. RADII 2X 40' SECTION B-B GUTTER AT RAMi� TYPICAL RAMP SECTION AT CENTERLINE
NOT TO SCALE NOT TO SCALE NOT TO SCALE
CITY OF CHARLOTTE
INVERTED "U" RACK FOR
0 CITY OF CHARLOTTE TYPE 11-MODIFIED DRIVEWAY DETAIL WITH
0 CITY OF CHARLOTTE PERPENDICULAR
CURB
RAMP
LAND DEVELOPMENT STANDARDS
LAND DEVELOPMENT STANDARDS
LAND DEVELOPMENT STANDARDS
BICYCLE PARKING
WIDE
PLANTING STRIP
AND STANDARD CURB
WITH 2'-6" CURB
AND
GUTTER
Q><AR-TE. IN�� B �J
50.20 13 cJiIM"TTE. IN�ES �M �J
10.25E 18
CARIOTTE. INCLunBs (:�xwTrB B'rJ
10.31 A 17
0 NOTES:
�MA1pH 308O uc WDIH
CONCRETE
CNALKABa
1�'^TC
NOTES:
1. THIS DETAIL PRESENTS ALTERNATIVE TREATMENTS FOR THE SIDES OF THE
TURNING 1
A W W W
S1.
1. MAINTAIN A MINIMUM OF DAIS SLOPE ON ALL CONCRETE SURFACES TO
PROMOTE SURFACE DRAINAGE TOWARD CURB.
OWA
iu'
(0 X 4 MIN. PER PRDW�O••)
1.5X (LOM MAX) IAE IN MY DMM
SURF'
WHERE
PERMITTED
0.65'
1.6" TO
2.4'7
RAMP - RETURNED CURBS, RECTANGULAR WINGS, AND ANGLED WINGS.
2% ANXG)
CROSS -SLOPE AND v W
W 2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH THE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
RUNNING SLOPE A/� + + + +
W WRAMp AREA.%
O O O O O O O O O O O O O O O O O O O O O O O
2. ENSURE FLUSH CONDITIONS AT CURB RAMP TO GUTTER TRANSITION.
/ + + + +
3. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWUNE OF THE
O O O O O O O O O O O O O O O O O O O O O O O
3. TYPICALLY, THE SIDEWALK RUNNING SLOPE SHALL NOT EXCEED THE
•r •r W W
\A + +
\ B
r CURB AND GUTTER.
4. THE HANG AND RAMP SURFACES SHALL PSI WITH A
'R T`
\
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET.
•
U RENT NMCDCONCRETE
SIDEWALK FINISH IN ACCORDANCE WITH CURRENT EDITION NCDOT STANDARD
6
\
9
6 /
0
O O O O O O O O O O O O O O O O O O O O O O O
O
O
4. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE
•Y •r
,1. .�. W •.•.�
SPECIFICATIONS FOR ROADS AND STRUCTURES.
e e
•°O ° o e0-
• o°;•
O O O O O O O O O O O O O O O O O O O O O O O •p
PEDESTRIANS WOULD NOT TYPICALLY WALK ACROSS THE RAMP, THE
ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE, OR
v r W W r ,:fi'
•`
5. DRAINAGE STRUCTURES, MAST ARMS, LIGHT POLES AND OTHER OBSTRUCTIONS
SHALL NOT BE PLACED IN LINE WITH RAMPS. LOCATION OF THE RAMP SWILL
RAMP WIDTH MUST
�� ��� ��
° ° ° e e •. (; e • o o e • °
e e ..*.,too
e
°e e•
I
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N
w
(1.6 TO 2.4'�
THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
W • W W • W •
W W W W W W
CONCRETE CURB TAKE PRECEDENCE OVER LOCATION OF OBSTRUCTIONS EXCEPT WHERE EXISTING
(SEE NOTE 4) OBSTRUCTIONS ARE BEING UTILIZED IN THE NEW CONSTRUCTION.')
OYP
« IF TURNING SPACE
IS CONFINED BY
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O
O
W W W W
S. SEE STANDARD DRAWING 10.358 FOR DETECTABLE WARNING INSTALLATION.
21
CURB Nk GUTTER
CURB OR VERTICAL
O O O O O O O O O O O O O O O O O O O O O O O
�, �, •,
7. SEE USDG INTERSECTION DIAGRAMS 1-1 THROUGH 1-3 FOR TYPICAL RAMP
CONCRETE
MIN. 1 FT.
FULL DEPTH
SURFACE AT BACK OF
THE TURNING SPACE,
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GUTTER
PLACEMENT AND INTERSECTION LAYOUTS.
CURB REVEAL
THE DIMENSIONS OF
8. CURB RAMPS SHALL HAVE A SEGMENT OF STRAIGHi CURB AT LEAST 24
TURNING SPACE MUST
BE 5'X5' MINIMUM.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O
O O
O
INCHES LONG LOCATED ON EACH SIDE OF THE HANG SLOPE AND WITHIN THE
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
RETURNED CURBS
(SEE NOTE 4)
CROSSWALK MARKINGS.
9. FOR ALL RAMPS AT MARKED CROSSWALKS THE RAMP OPENING (AT THE FULLY
PLACEMENT
TURNING SPACDING:
E/LM(
DIMENSIONS MUST MATCH SIDEWALK WIDTH
FOR OBSTRUCTED CORNER
TURNING SPACE
RAMP DIMENSIONS
MUST
DEPRESSED CURB) GS. BE LOCATED WITHIN THE PARALLEL BOUNDARIES OF
CROSSWALK MARKINGS.
TY?• 5' X 5' MINIMUM
�MIN. �
; � � �
MATCH SIDEWALK
WIDTH.
4 -0 MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT
O
O
O O
O O
O
O
(2.00XIN
(MATCH WIDTH OF RAMP)
TURNING
SPACE/LANDING
TURNING
SPACE/LANDING w
1.5% (2Ii MAX
10. IF A SINGLE DIAGONAL RAMP ON A CORNER DI USED (IiP. ONLY IN
RETROFITS , THE RAMP CEWERUNE SHALL BE LOCATED AT THE CORNER
RADIUS UNE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. A MIN.
TRUNCATED DOME PLAN VIEW
1 yrMAX)
CROSS -SLOPE AND \A + + +
A W r
CROSS -SLOPE ANd
r
4'X4' CLEAR SPACE BEYOND THE CURB FACE MUST BE WHOLLY OUTSIDE OF
�•
RUNNING SLOPE A \ v • + +
RUNNING SLOPE A W W W W W
W W • • W THE PARALLEL VEHICLE TRAVEL LANE (SEE DIAGRAM BELOW):
. •�N . • •
••,fit
• • • •
♦' •
NOTES:
f W W W •' •' W
�\ r .r W •Y W W CLEAR Spy;
• • . ��fk'T , • • • •
• . .' .' .t.' •'
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR
TRUNCATED
DOME S PAC
I N G
W
W W 4X4! 4' X 4' MINIMUM
FJ'v
EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETROFIT MATS WILL ONLY BE ALLOWED ON
�A C�
A C
` B /
/
CLEAR •BEYOND BOTTOM GRADE BREAK
SPACE -WITHIN PEDESTRIAN STREET CROSSING
c
'1 !�
\ / •.•.•.•.•
6 '.• •
•
EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE
RESURFACING).
B
\ B �/
r
RAMP OUTSIDE PARALLEL VEHICLE TRAVEL LANE
° 9 °
e
'
6" CONCRETE
CURB
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH BUT NOT LESS THAN
�•�
W • .'�~•
W W .•:•.
•�•••�
r r r C:':••�.'.•
(•)
°e ° • • °° e°
e o • • ° e e e
° e ee e ° SL C be*
eve. •°
SHOWN AS
OPTION ONLY
WHEN
THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP.
3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL.
4. DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS.
50X-65X OF BASE DIAMETER
C .•
r r W W . ��
W ` W W
RAMP WIDTH MUST
MATCH SIDEWALK WIDTH
NON-WhLK
SURFACE
5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR
♦ r W
r r + r
(TIP.)
D 2'-e'
TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING
0
0.2"
W W W
+ + +
MIN. 1 FT. CURB Nk GUTTER
(PLANTING)
SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME
ORIENTATION IS LESS CRITICAL.
W W W
CURER
FULL DEPTH6.
CURB REVEAL
DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR
CURER
PEDESTRIAN ACCESS ROUTE SURFACE; EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. ON THE TRYON STREET
0.9"-1 4"
SLOPE
• •
A = UP TO 1.5% (2.00% MAX)
SLOPE 'A' 1.5% (2.00X MAX)
MALL, FRENCH GRAY IS TO BE USED.
SLOPE
"B" UP TO 7.5X (8.33% MAX)
SLOPE "B" 7.5% (8.33X MAX)
7. IF PAVERS ARE TO BE USED. PAVERS SHALL BE MINIMUM 8000 PSI CONCRETE WiTH A 2-INCH MINIMUM
THICKNESS, SET ON A THIN -SET MORTAR ON TOP OF 4" THICK 3600 PSI CONCRETE BASE.
TRUNCATED
DOME
SECTION
RECTANGULAR WINGS SLOPE
C UP TO 10X MAX ANGLED WINGS
SLOPE 'C' 1OX MAX PLACEMENT
FOR SMALL CORNER RADIUS
8. MATS ARE TO BE RIGID WiTH TURNED -DOWN EDGES EMBEDDED IN CONCRETE TO EUMINATE TRIP HAZARD.
9. DIMENSIONS PER NCDOT 848.06
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CITY OF CHARLOTTE PERPENDICULAR CURB RAMP WITH
• CITY OF CHARLOTTE
PLACEMENT OF CURB RAMPS
• CITY OF CHARLOTTE TRUNCATED DOMES
9•
P LAND DEVELOPMENT STANDARDS
LAND DEVELOPMENT STANDARDS
AT
OBSTRUCTED OR
SMALL CORNER RADIUS
LAND DEVELOPMENT STANDARDS
MAP"TTE. IN=zs � �J
2'-6" CURB AND GUTTER
10.31 B 16 UURiOTTE. IN�ES � EN
10.35A 17
ctuRwTTE_ PLAN AND CROSS-SECTION
INCLUDES CBARIATTB SfJ
10.356 115
0
0
0
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO.
DATE
1
08. 22.2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-D1
CHECKED BY BGP
DRAWN BY JBW
SCALE NTS
DATE 06. 18. 2019
SHEET
SITE DETAILS
C8.00
FINAL DRAWING - RELEASED FOR CONSTRUCTION I

1 0
to
SIDEWALK
TRANSITION
PANEL - SEE
NOTE 5
A
TOE OF RAM
UP TO 1.5X TOP OF CONCRETE CURB (BEYOND)
BACK OF CURB RAMP SLOPE UP TO
DETECTABLE WARNING TRANSITION
7.5X (8.33X MAX) 1/2" EXPANSION JOINT
SIN SEE DETAIL 10.35B PANEL - SEE
+ � NON -WALK SURFACE NOTE 5 2' MIN_
• • . • •
VARIES �• "
v
MATCH 2" TO 5.0' 6"
EWALK WIDTH IF THERE IS AN
SEE 2'-6" CURB DETECTABLE WARNING INTERSECTING
AND GUTTER 2' MIN WIDTH IN RAMP A TURNING
�. FFADIUS
VARIES*
CONCRETE
. . . SIDEWALK (OR
TURNING SPACE IF
INTERSECTING RAMP)
PLAN
RAMP RUNNING
SLOPE UP TO 7.5X
(8.33X MAX)
(INCLUDES
• DETECTABLE*
CROSS -SLOE
` + WARNING)
. . .
1.5X (2.00X A
.r v • v • .r
•'
..IOE of
.... .. ......
+ VARIES`
. 2" TO 5'
aeese eea eaeeseeesim
aeese esa eeaeeseeesi
DETAIL BELOW DIRECTION OF SPACE/LANDING IS
PEDESTRIAN TRAVEL REQUIRED WITH
SECTION A -A C SR�usLOPPEE 'AND
RUNNING SLOPE
" FLOWUNE DEPTH
AT WIMP LOCATION
EDGE OF t IINIRIdK RWIa
PAVEMENT) tWL
-1/2" EXPANSION JOINT (TYP,) ELEVATION
NON -WALK SURFACE 1 -9
• v • a CURB AND GUTTER
• v 2'-6" CURB AND GUTTER DETAIL
i°es MAXIMUM SLOPES FOR CURB AND GUTTER DEPRESSION AT DIRECTIONAL RAMPS
NOTES:
+ .
1,
.
1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES:
5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET DR-=
I �•� W51
CURB HEIGHT
6-FOOT SIDEWALKS WITH CURB RADII OF 30 FEET 2LA=
8-FOOT SIDEWALKS WITH CURB RADII OF 25 FEET DR-L=
VARIES O" TO 6" SIDEWALK TRANSITION 2. DIRECTIONAL RAMPS WITH RETURNED CURBS AS SHOWN MAY BE USED WHEN A PLANTING
<~ SEE NOTE 2
•• �� ,•
1' PANEL
- SEE NOTE 5 STRIP (NON -WALK SURFACE) IS PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE
(WALKABLE SURFACE) INSTEAD OF A PLAITING STRIP. IF A WALKABLE SURFACE IS ADJACENT
TO RAMP CONSTRUCT CONCRETE FLARES WITH SLOPES UP TO 10% MAY, INSTEAD OF
CONSTRUCTION JOINT (TYP.)
RETURNED CURBS.
NOTES:
3. ALL CONCRETE SHALL BE AT LEAST 36W PSI.
4. ENSURE FLUSH CONDITIONS AT RAMP TO GUTTER TRANSITION.
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
PERSPECTIVE
5. SIDEWALK TRANSITION PANEL PREFERRED DESIGN IS 1.5X (2.0X MAX) IN ALL DIRECTIONS IN FRONT
2, TYPE OF PIPE TO BE USED IS 1-5 /8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.
OF GRADE BREAK A DRAIN TO FLOW LINE RUNNING SLOPE OF THIS AREA MUST NOT EXCEED ZL
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.
CROSS -SLOPE MAY MATCH STREET GRADE AT BACK OF CURB WHEN STREET GRADE >21L TRANSITION
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL.
THIS DETAIL IS NOT FOR USE IN ETJ, OR ON NCDOT-MAINTAINED STREETS. TO I.(2.OX MAX) CROSS -SLOPE AT TOE OF RAMP.
NOT TO SCALE
5. SEE DETAIL 50.04-B FOR WARRANTS
6. ALTERNATIVE DESIGNS SHALL BE SENT TO CDOT FOR APPROVAL ANY ALTERNATE DESIGN WILL BE PRIVATELY MAINTAINED.
•
crrY of CHARLOTTE
DIRECTIONAL CURB RAMP
CHARLOTTE
LAND DEVELOPMENT STANDARDS
�j
LAND D�ioPxDARDs
SAFETY R A I L
WITH SMALL/MEDIUM CURB RADII ffM
CHARLOTTE
CHARLOTTE_
17
ViCLUDES CHARLOTTE ETJ
RECOMMENDED
MINIMUM COMPACT
2'-6" STANDARD CURB do GUTTER
10
1m
1aD
W
W
K
W
1^
C
PARKING ANGLE 90'
0
U)
fW/1
(TWO WAY OPERATION ONLY)
o
0
j
i
0
1
w
0
j 1
w
I
NOTES:
•
18 -6
•
18 -6
17 -0
•
16 -0 21 -0
•
15 -0
1. FOR ACCESSIBLE PARKING
26 -0
• •
18 -6 23 -0
STANDARDS/SIGNAGE SEE STDS.
m
50.1OA, B, AND C.
rl
m
m
'
m
2• PAVEMENT MARKINGS SHALL BE 4"
WHITE PAINT.
a
LO
d
y
U
LA
U
N
U
PARKING ANGLE 60'
c
3. ALTERNATIVE PARKING ANGLES,
(ONE WAY OPERATION ONLY)
W
W
W
AISLE WIDTHS, AND OPERATION
1
0
1
1
(TWO-WAY ANGLED PARKING OR
I
I
I
-�
3
REVERSE -ANGLE PARKING) WILL
BE CONSIDERED BY CDOT ON A
I
I
CASE -BY -CASE BASIS.
PARKING ANGLE 45'
(ONE WAY OPERATION ONLY)
20'-6" 16'-0" 18,-6"
8
N
W
X X
4 o
C iLd
o �
19'-8" 12'-0" 16'-6"
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTM INCLUDES CHARLOTTE ETJ
18,-Ow 16'-0" 16'-6'
0
I
W C4
'X
�N
o
C 1 o �
ij
17'-6"12'-0" 16'-0"_
15'-0" 14'-0" 14'-0"
X1
I
O U
0
i LC
3
I V-0"12'-O" 13'-O-
PARKING STANDARDS
GORE LINES:
GORE LINES SHALL BE SOLID 8" WIDE LINES. A GORE LINE SHALL BE WHITE WHEN PLACED TO
FORM A CHANNELIZATION ISLAND SEPARATING TRAFFIC TRAVELING IN THE SAME DIRECTION. A
GORE LINE SHALL BE WHITE WHEN PLACED TO RIGHT OF MOTORISTS TRAVELING IN THE EXTREME
RIGHT LANE, AND SHALL BE YELLOW WHEN PLACED TO THE LEFT OF MOTORISTS TRAVELING IN
THE EXTREME LEFT LANE.
TRANSVERSE
TRANSVERSE (HATCH) LINES SHALL BE SOLID 12" WIDE LINES. TRANSVERSE LINES SHALL BE
LINES:
YELLOW WHEN PLACED TO THE LEFT OF MOTORISTS TRAVELING IN THE EXTREME LEFT LANE.
TRANSVERSE LINES SHALL BE WHITE WHEN PLACED TO THE RIGHT OF MOTORISTS TRAVELING IN
THE EXTREME RIGHT, AND WHEN PLACED IN CHANNELIZATION ISLANDS SEPARATING TRAFFIC
TRAVELING IN THE SAME DIRECTION. TRANSVERSE LINES SHOULD BE ANGLED 30' TO THE
APPROACHING TRAFFIC. THE DIRECTION OF THE ANGLE SHOULD BE SUCH THAT THE TRAFFIC
FOLLOWING THE TRANSVERSE LINES IS DIRECTED BACK INTO THE TRAVEL LANE.
12" WHITE MINI -SKIP TAPER MANDATORY
TRANSVERSE LINE 30' WHEN THRU TRAFFIC WOULD
8 YELLOW GORE LINE
PAVEMENT STRIPING
N.T.S.
UNINTENTIONALLY END UP IN
THE TURN LANE.
r
r
30'
30' 8" WHITE GORE LINE 30'
12" YELLOW TRANSVERSE LINE
NOT TO SCALE
ADDITIONAL PARKING BAYS AND
� REVERSE CURVES/CHAMFERS
AS APPROPRIATE.
f-PROVIDE CATCH BASIN OR SLOPE PARKING AREA
TOWARD STREET FLOW LINE
z
PARALLEL -PARKING
j� PAVEMENT MARKINGS
PER MUTCD (TYP.)
22' MIN. _ I
NOTES:
1. REVERSE CURVES/CHAMFERS NOT NECESSARY IF ADEQUATE DRAINAGE
CAN BE PROVIDED THAT WILL ENSURE THAT SEDIMENT, WATER, DEBRIS,
ETC., DOES NOT COLLECT IN 90-DEGREE CORNERS.
2. PARALLEL ACCESSIBLE SPACES AND LOADING ZONES TO BE REVIEWED
BY CDOT ON A CASE -BY -CASE BASIS.
3. FOR PARKING BAYS THAT ARE 8 FEET IN WIDTH OR GREATER, THE
PAVEMENT MARKINGS SHALL BE SET AT ONE (1) FOOT LESS THAN THE
STALL WIDTH.
4. GREATER SEPARATION FROM INTERVENING STREETS THAN THE
DISTANCES PROVIDED IN THE MATRIX MAY BE REQUIRED AT CDOT'S
DISCRETION.
5. POSITIVE DRAINAGE SHALL BE PROVIDED EITHER BY INSTALLATION OF
APPROPRIATE DRAINAGE STRUCTURES OR SLOPE PARKING AREA TO
STREET FLOW LINE. SLOPING PARKING AREA TO STREET FLOW LINE
ONLY PERMITTED IF ROAD GRADE IS GREATER THAN 2X.
6. IF A BIKE LANE IS REQUIRED ADJACENT TO PARALLEL PARKING, THE
MINIMUM WIDTH OF BIKE LANE IS 6'.
• CITY OF CHARLOTTE
�"11W
EDGE OF TRAVEL LANE
MEASURE DISTANCE TO
NEXT INTERVENING STREET
OR ACCESSIBLE RAMP
FROM THIS POINT.
a. a
(SEE MATRIX BELOW)
TOTAL PARKING SPACES
PROVIDED
MINIMUM NUMBER
OF ACCESSIBLE SPACES
SPACES REQUIRED
MINIMUM NUMBER OF
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
2
301 TO 400
8
2
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 6
ACCESSIBLE SPACES
TOOT AND OVER
20 PLUS 1 FOR
EACH 100 OVER 1000
1 IN EVERY 6
ACCESSIBLE SPACES
REFERENCE: SECTION 1106 OF NC BUILDING CODE
JY�S:
1. ALL ACCESSIBLE SIGNS (R7-8P, R7-8, R7-1, AND 50.10C) SHALL BE
MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (PER
MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN
AREA EIWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT
EXPECTED TO USE
2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED
AT LOADING ZONE AREA. MAINTAIN MIN. V WIDE CONTINUOUS PASSAGE
3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES.
4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND
DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION SUPPLEMENT AND NC BUILDING CODE FOR ADDITIONAL
INFORMATION.
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
MEEMED
50.04A 16LOTTE INCLUDES CHARLOTTE ETJ
0
1:1 CHAMFER MAY BE
PROVIDED IN LIEU OF
REVERSE CURVES AS
SHOWN.
STREET
MINIMUM DISTANCE TO NEXT
INTERVENING STREET
DRIVEWAY
LOCAL/
COLLECTOR
TH'FARE
LOCAL/COLLECTOR
20'
20'
20'
THOROUGHFARE
20'
20'
50'
LAND DEVELOPMENT STANDARDS PARALLEL PARKING STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
P.
WARNING SIGN
DETAIL
HAND WAIL
NOTES
11. M DDRMNO ILUSWOES THE CONUM TO LE USED FOR MODULM WALL
IOTMLA7WO RBOMOIG WANING SIGN PL4000R CLFNt SPACE RBDUImEIOS, GEMW
PIKCIE0110N, - 1- NEED - -- M 11MOM.YIEIR AOR Mff FNUOR 70
OONSIRUCIION. THIS DEML DOES NNOT OONSDRIIE A SIIRICftWL DEWL FULL
CON ERUMION MANS FOR REfM10 WALLS MUST LW SEMM LW A PROFESNOW L EiION}]
LXSNSED N MOM CAMM AND SUBN = TO TIE CITY DMING 7W PLAN REYEW
I PLAMM OF ANY PORTION OF A MODWAR RETANNO WALL N 7W RMT-OF- W
MM SHALL M MIE AN BNCRDACIIW7R AMEMD T TO BE EX MMM) W1H CDOT PRIOR TO
OONSIRUCII01L
& HANDRAILS SWILL EMW 7HRDUGH 7KE PRWEICIED MEA MO WM SIGNS STALL DE
ArIACIm TO 7KE WMAL AT EACH END OF 7KE PROTWIED ARE/►
4. AIMOM MAY SE NWDNRRED !Y COOT.
NL 7MS DETAIL APPLES ONLY W S INEEIS MAIRMED (OR 10-IE-INRMID) ff THE MY
OF CKMRIOTTL USE OF 7W OONAL ON AN EIOSING NCIM-WWRANED ROADWAY, OR
ALONG ONE MAT WOULD NEED 70 NE MANOIED M NNCIM, OHMS a 1KE OEVBAPBC8
ON RML SUCH RETMNNG WALLS 1NEED 7KE APPROMIL OF NCDOL
L CDOT PREFERS 7NMT ALL RETAINING WILLS AND APPMBWICES NE LIGHTED CUME OF
7KE " N OIIDER 70 PIIONDE ADEGAM7E SPACE FOR MISS (AOOAL MID MNEROROIUNO).
KMOSCCA W SIDEIWxB, MO OTHER HEMS.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
8 FEET OF VEW.& C" ZOW WnM RANT OF WAY N
WALL
PLANTING STRIP
8 FEET VERTICAL *CLEAR' ZONE
(NO WALL RELrFaacNG
_-PIPE CULVERT
TYPICAL SECTION
- 2'-0" Wrinum
- WND PAL
NOT TO SCALE
;4X4)X(2X2) WWF PROTEC M LAYER
LOCATED 1 I = ADM TOP ORKD LAYER
(NOT PART OF GEOM ROW
GEDOW RENFORCING FOR WALL
WARNING SIGN LOCATION
-(TO BE LOCATED BEYOND LIMITS OF GEOGRD)
GEOGRID RENFORCIKG
HAIMPAL
WART NG SIGN LOCATION
-(70 BE LOCA7M DEYOW LIMITS OF GEDORD)
NOT TO SCALE
MODULAR RETAINING WALLS
USING GEOGRID IN THE RIGHT-OF-WAY
10.39
0
PARKING SPACE PAVEMENT MARKINGS
sIGNACE -
(MUST NOT OBSTRUCT
ACCESSIBLE ROUTE) ACCESSIBLE ROUTE
(SEE NOTE 2)
SEE STD. NO
DIME FOR ■ ■ ■
DIMENSIONS
ONE OUT OF EVERY
SIX (8) ACCESSIBLE
11' 5' 8' 8' 8' 8' 5' 8' SPACES BUT NOT
LESS THAN ONE, Is
REQUIRED TO BE VAN
VAN VAN ACCESSIBLE, PER
ACCESSIBLE ACCESSIBLE SECTION 1 BUILD OF
SPACE SPAM NC STATE BUILDING
(OPTION 1) (OPTION 2) ��
VAN MR7-8? NO MUTCD RESERVED
ACCESSIBLE 12 x6
PARKING 1122"x18" PARKING MUrcD
RESERVED ,2•x,8•
PARKING MUTCD TIME
w r
OPTIONAL EMAXIMUMACCESIBLE CLDSM 50.1OC
LOADING 12"x9"
ZONE SIGN
MAXIMUM CLDSM 50.10C
PENALTY 12rx9r
$250
""' "� SEE STANDARD NO. 50.10C FOR
SUPPLEMEML SIGN DETAIL
NOT TO SCALE
ACCESSIBLE PARKING AND
SIGNAGE STANDARDS 50.10A1
3r--
DUMPSTER ENCLOSURE
N.T.S. (SEE ARCH PLANS)
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 Ol. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-D1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
NTS
DATE
06. 18. 2019
SHEET
SITE DETAILS
0
FINAL DRAWING - RELEASED FOR CONSTRUCTION
C 601

O
L
R/W 72' R/W (TOTAL) R/W
W 36'
SIDE7KX NO UMM FAD
1G'-' F SRL CURB & GUM
S.U.E. ,W-r F 51' R/W (MINIMUM) 11111EY oImER
2V-6" (MIN) 2V-6" (MIN) S.U.E.
(26' IF VALLEY GUTTER) (26' IF VALLEY GUTTER)
(MIN) (MIN) (NOTE 1) (MIN)
2'-0"
1.5% IF VALLEY GUTTER) (16'-0" IF VALLEY GUTTER)
1.5%
(2.00% MAX) SLOPE 3/8" PER FT. (2.00% MAX)
2:1 CUT MAX. S PLANTING STRIP g
3:1 FILL LL MAX. SEE NOTE 2:1 CUT MAX.
3:1 FILL MAX.
NI
SURFACE COURSE 1. SIDEWALK IS 5' MIN. WHEN LESS THAN 8 DUA. SIDEWALK
1' S9.5B IS 6' MIN. WHEN 8 DUA OR GREATER BUT LESS THAN 12
FINAL UFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS: DUA. SIDEWALK IS 8' MIN. WHEN 12 DUA OR GREATER.
1) 75X DEVELOPMENT OCCUPANCY,
I TACK COAT 2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT, 2. AN ALTERNATIVE PAVEMENT DESIGN MAY BE REQUIRED BY
3) FOR ErJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY Ncwr. CDOT/NCDOT BASED ON SPECIFIC TRAFFIC PARAMETERS.
(SEE SECTION 1.E 4) IN COURSE
3. AMENITY ZONE (HARDSCAPE) ALLOWED IN LIEU OF PLANING
1 1/2" S9.5C OR S9.5B STRIP WITH PRIOR APPROVAL FROM ENGINEERING, CDIDT,
BASE COURSE AND PLANNING.
8- COMPACTED AGGREM7E BASE COURSE, OR 4" SCEIC TYPE 825.0C. 4. FOR EXPLANATION OF RIGHT-OF-WAY WIDTHS REFER TO
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN CITY OF CHARLOTTE SUBDIVISION ORDINANCE SECTION
ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO 20-22(d).
THE CITY ENGINEER FOR APPROVAL
0 5. ZONING SETBACKS MEASURED FROM TOTAL R/W.
SUBGRADE 6. PLANTING STRIP ADJACENT TO SIDEWALK SHALL BE GRADED
COMPACTED SUBGRADE (SEE SECTION IJL18) TO 34" PER FOOT (MIN.) UP TO 19- PER FOOT (MAX.),
EXCEPT WHERE EXCESSIVE NATURAL GRADES MAKE THIS
TYPICAL PAVEMENT SECTION REQUIREMENT IMPRACTICAL IN SUCH CASES, THE CITY
ENGINEER MAY AUTHORIZE A SUITABLE GRADE.
KEY
® V-6" STANDARD CURB AND GUTTER (SHOWN) OR 2'-0" VALLEY GUTTER
nS a CONCRETE SIDEWALK
NOT TO SCALE
• CITY OF CHARLOTTE °
LAND DEVELOPMENT STANDARDS LOCAL COLLECTOR STREET
INCLUDES CHARITTE ETJ TYPICAL SECTION u-o7il 7
DIA x rt POST BOLT
1 1 4" SPLICE BOLT
4 4 111
TERMINAL
SECTION
PLAN
BEAM TYPE GUARD RAIL 4
it � ��i•.
ER-1 SEE STD.
21 SLOPE (MIN. 3� NO. '`0•0
s� -
_-PROPtRIY LINI
EDGE OF PAVEMENiJ
DEAD-END STREET BARRICADE
Jd4g
THIS DETAIL IS NOT A GUARDRAIL DETAIL. FOR
ROADSIDE GUARDRAIL, SEE NCDOT STANDARD
DRAWINGS 862.01-862.03
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CRABLOTTF- INCLUDES CHARIATTE NI
NOTES:
1. WHEN A DEAD-END OR STUBBED STREET REQUIRES A
GUARDRAIL SECTION, END -OF -ROADWAY MARKER SIGNS
(OM4-3, 24"x24", SOLID RED) SHALL BE PROVIDED.
2. SIGNS ARE TO BE PLACED BEHIND THE BARRICADE (SEE
DETAILS 50.07A-B), EVENLY SPACED WITH ONE SIGN PLACED
AT THE CENTERLINE LOCATION AND ADDITIONAL SIGNS AT 6'
O.C. (MINIMUM OF 3 SIGNS, MAXIMUM OF 5 SIGNS).
3. WHEN BARRICADE IS USED ON A STREET STUB, THE SIGN AT
THE CENTERLINE SHALL BE SUPPLEMENTED WITH A STREET
CONNECTMTY SIGN. SEE DETAIL 50.08C.
4. ALL SIGNS/MARKERS SHALL MEET OR EXCEED MUTCD
STANDARDS FOR RETROREFLECTTVITY.
CROSS
SECTION
OF POST
(2 LB./FT.)
0
0
O
0
0
0
0
0
BASE o
O
0
CONNECTIVII
SEE NI
t
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
5/1e
~3 16"
1 5/18" I
1F1 1/4
SPLICE BOLT /8' NC-2
2" FOR POST BOLT
DETAIL OF BOLT
2 1/2-
1/4" 15�1•DN
DW
OES /8"
DETAIL OF NUT
13/18" MIN.
r DIA. HOLE
W 6 x 8.5
-I I---4' -i I--e•
1 MIN. 1 I n I
ouHOLL HDLE� 11 _
L AM
2T1/2" Parr
BOLT
IOLT i 1
•12" DIA. HOLE
TO BE FILLED
WITH COW.
DETAIL OF POST T
APPROVED DATE
NOT TO SCALE
DEAD END STREET BARRICADE
OM4-3
PROPERTY
LINE
\--STREET BARRICADE
I 3' END ROAD FILL
SIGN LOCATION DETAIL
• ,�TCf •�i►ili7
CROSS SEE NOTE
SECTION
OF POST
(14 GAUGE)
POST
BASE
(SEW
50.07AI
O
NOT TO SCALE
4" CRUSHED STONE \
1/2" PREMOLDED
1/2" TOOLED CJ BITUMINOUS EXPANSION
SCORING PATTERN JOINT AS SHOWN ON
TOOLED EDGES 1f 1/2 PLAN (20' O.C. MAX.)
• • a • a
7777777777,
v •
� III III III III III III III I � III/III III III III III III I I I I III III
�98% COMPACTED SUBGRADE) 9S�
N UPPER 12° COMPACTED
TYP. CONTROL JOINT TYP. EXPANSION JOINT EJ AT WALL
NOTED AS CJ ON PLAN NOTED AS EJ ON PLAN SUBGRADE
UPPER 12"
I. 1�1 14, 1�1 1
GRASS (VARIES) NOTE:
4" THICK CONC., 3000 PSI MIN.
USE 1/2" BITUMINOUS EXPANSION
JOINT A MAX. OF 20' O.C. AND
WHENEVER CONCRETE WALK MEETS
FIXED OBJECTS (IE. CURBS, BLDG. ETC.)
6' JOINT TO JOINT
UNLESS OTHERWISE
NOTED
SMOOTH
OWELED C.J.
9DI
TURN -DOWN
SIDEWALK DETAIL
GRASS OR CURB & GUTTER
(VARIES)
PLAN VIEW
CONCRETE WALK
SCALE: NTS
CONTRACTOR SHALL MILL EXISTING
SAWCUT EXISTING EDGE OF PAVEMENT ASPHALT AT LEAST 1" BELOW EXISTING
TO PROVIDE AN ADEQUATE MATCH SURFACE TO PROVIDE OVERLAY BEYOND
LINE TO PAVE TO PROPOSED END OF TIE-IN EXISTING ASPHALT
PROPOSED ASPHALT LAYER 2 0' LAYER (MIN. 2" THICK)
a d °
-III III III III III III III III III III III III III III III III
BASE MATERIAL ABC EXISTING BASE
(SEE TYPICAL SECTION) MATERIAL ABC
COMPACTED SUBGRADE
GENERAL NOTES:
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
2. FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25' SECTION, THREE (3) STEEL
POSTS, AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE
ENTIRE WIDTH OF THE STREET.
3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN.
4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS.
GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
5. THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
FOR THE COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED (GALVANIZED) IRON, AND
STEEL SHEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
6. IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPELTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
LOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS,
SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
WITH THIS PLAN.
8. WHERE A DEAD-END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
(SEE STD. 50.08A & 50.08B) (ER-1).
TYPICAL ASPHALT KEY -IN DETAIL
N.T.S.
NOT TO SCALE
CITY of CHARLOTTE DEAD END STREET BARRICADE
'110 LAND DEVELOPMENT STANDARDS GENERAL NOTES
0LUROTTE- INCLUDES CHARLOTTE ETJ If50.07BI
TENSION SCREWS
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
50.08A 4 CHARLOTTE. INCLUDES CHARLOTTE ETJ
O
24'-0"-
(MIN.)
SLOPE VARIES
020
OS REFER TO TYPICAL PAVEMENT SECTIONS
(DEPENDENT ON LOCATION WITHIN SITE)
OT 1-6" STANDARD CURB AND GUTTER
3/4" OUTSIDE
RADIUS (TYP.)
1 /4" INSIDE RADIUS (TYP.)
i
6.0" 4,000 PSI AIR ENTRAINED CONCRETE
PAVEMENT SECTION
6" COMPACTED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
HEAVY DUTY CONCRETE PAVEMENT SECTION
MILL EX. SURFACE COURSE A MIN. OF 1"
BELOW EXISTING SURFACE AND OVERLAY WITH
A MIN. 1" BITUMINOUS CONCRETE SURFACE
FEEME/z
COURSE, TYPE S9.5B
+++++++++++++++++++++ EX. INTERMEDIATE COURSE:
EX. BASE COURSE:
11=11� SUBGRADE:
COMPACTED SUBGRADE
MILL AND OVERLAY ASPHALT PAVEMENT SECTION
LIGHT DUTY PAVEMENT SECTION
SURFACE COURSE
1.5" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S9.5C
tILNTERMEDIATE COURSE
.0" BITUMINOUS CONCRETE INTERMEDIATE COURSE, TYPE 119.00
E COURSE
" COMPACTED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
HEAVY DUTY PAVEMENT SECTION
SURFACE COURSE
1.5" BITUMINOUS CONCRETE SURFACE COURSE, TYPE S9.5C
tLN.TERMEDIATE COURSE
.0" BITUMINOUS CONCRETE INTERMEDIATE COURSE, TYPE 119.00
E COURSE
" COMPACTED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
NOT TO SCALE
PRIVATE ASPHALT DRIVE/PARKING AREAS
Roadway LED
The Roadway LED is a green solution and great fit for streets, roads, long,
narrow areas and parking lots. This energy -efficient luminaire delivers the light
where it is needed while increasing visibility and reducing spill light to
adjoining properties. Choose low to medium light output on wood or aluminum
poles (or mount on an existing pale). Available with one to four fixtures per
pole, depending on the fixture/pole combination selected.
• LED, 50 17C 1 110 1150 1 220, 290
• Mounting Heights: 15',20',25',30',35' (SEE NOTE BELOW)
• Colors: Black,Grey,Brenze,Green
mar
NOTE: LIGHTING SHALL BE FULL CUT OFF AND LIMITED TO 30' IN HEIGHT (INCLUDING ITS BASE)
0
1/2" WIDE
WHITE BORDER
FUTURE DEVELOPMENT
I
WILL EXTEND
12"
RAIL
L GREEN
BACKGROUND
RAIL CLAMP (TYPICAL) THIS STREET
2" (TYP.)
WHITE TEXT (TYP.)
END OF ROADWAY MARKER
GUARD RAIL CLAMP INSTALLATION
NOTES:
1. SIGN SHALL MEET OR EXCEED MUM STANDARDS FOR RETROREFLECTIVI Y
2. SIGN MATERIAL SHALL BE 0.080" THICK ALUMINUM
3. ALL LETTERS SHALL BE SERIES B-2000 FROM THE 2004 STANDARD HIGHWAY
SIGNS MANUAL (AND ANY REVISION THERETO) PUBLISHED BY THE FEDERAL
HIGHWAY ADMINISTRATION.
NOT TO SCALE
NOT TO SCALE ClTY LAND DEVELOPMENT CHARSTANDARDS STREET CONNECTIVITY SIGN
INCLUDES CHARLOTTE �, FOR END -OF -ROAD BARRICADE 50.08c 4
50.08 B1 4 FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22.2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-D1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
NTS
DATE
06. 18. 2019
SHEET
SITE DETAILS
C so

314" RAISED FLUSH NO: DESCRIPTION x
s3ra°DIA. LETTERS(TYP) 1112" - LU .Q NO. DESCRIPTION W o =� CMUD PUBLIC FIRE HYDRANTS w o 0
_ PRIVATE FIRE HYDRANTS 7 _
�j z" 1. TYPE I ADJUSTMENT RISER. J Z J= P J Z Q o
7 112" DIA---� I 21/2" �(1Ja .( W q�, Q o w 12 1. 18" x 18" PRECAST (OR CAST IN PLACE)CON- Q o U o = w
C % (2) PICK ��,� 2. VALVE BOX -TOP SECTION. LL CRETE PAD OR 24" DIAMETER PRECAST PAD. O g = O O
HOLES 3. 18 - 8 SS 318"-16 x 3/8" HEX SET SCREW WITH (Op o LL 2 3 2. NON -SHRINK GROUT - IN ANNULAR SPACE. O 8 = !! r ! r .%'
1 , ,, , , r, PRIVATE !j ! PRIVATE 0 m McADAMS
71/4"DIA- ., \ /" Z 2 3 6 10 2 FIREPROTECTION r i ! , FIRE PROTECTION /r HROUGHWATER ii! VIAMETERANIDz m o 2�l'PERMANENT THREAD LOCK (RED) - LOCTITE # 271, p a g 1 3. VALVE BOX COVER. p a g , �, !,r , ,� , r R r. 1 � \., 4. TOP SECTION VALVE BOX. Z ,! IMuoOvwATER) r, ,. METER) QOXTERPUMP) p >
WATER PERMABOND HM128, OR APPROVED EQUAL. Z m w m i! r r! Z
1/4" 4„ 2i9 0 }} 4. 1/2" DIA. x 1116" - FIELD DRILL HOLE. > 5. EXTENSION STEM AS REQUIRED. SEE NOTES ' ' '' >
5 1/4' DIA 7/16" 9p�,L�- OF -/:�- _ a - 4 11 fi. BOTTOM SECTION VALVE BOX.
--- 1 IN /NX III -II •'-a +_ III -II -III 7. 6"PVCPIPE (C9000RSDR26). (q The John R. McAdams Company, Inc.
5 - 1 114" RAISED FLUSH CD
-III • •-,"III q III II I- 12 8. PRECAST CONCRETE FOOTING - TYPE II - SEE DETAIL. r i
1 1/2" LETTERS (TYR) 1-11 . , - - - 9. GATE VALVE (OR BALL VALVE, AS APPLICABLE ). ' " o W
2LUGS T n-ITi=nl=u- ; LLI� 3430Toringdon Way
3/8"x1/4" 10 1/4" SEWER COVER -TOP VIEW
z _I I ,III I l ;III III SECTION A -A 10. 5" DIA, CAST IRON SOIL PIPE -BELL OF PIPE WILL Q
WATER COVER -TOP VIEW "' '-' 3"MIN. �� RECEIVE BOTTOM SECTION OF VALVE BOX.
are" 5 MIN. ; ,' Z Suite 110
5" MAX. 11. AWG #12 GAUGE COPPER TRACER WIRE (THWN) Z r - r� r � � r%! % r i' � � �
(4)1/4"RIBS DRILL DEPTH 9"M /! ' !! / ! ! ' =Z1- Charlotte NC 28277
1/4" 6"DIA. � � (4 J WITH BLUE INSULATION, TERMINATE WITH 24 INCH Q , ! r r,'i i rr r/i i! !i% a� ,
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O O } J 15, COMPACTED AGGREGATE BASE Z 00 0 W license number: C-0293 C-187
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(TYP) TYP) Q > 10 16. COMPACTED SUBGRADE. r WLU 5 112"DIA. RECLAIMED WATER - TOP VIEW CATHODIC PROTECTION COVER > Of 17. NONWOVEN GEOTEXTILE FABRIC- 18" x IT-2 m J �� w� ~
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1/2" 12 A. CONCRETE FOOTING TO BE CENTERED OVER VALVE NUT, Q = U
sva°ra 10 ALTERNATEADr W�� ALLIANCE REALTY PARTNERS LLC.
SIDE VIEW TYPE I -ADJUSTMENT RISER 8 AND SHALL NOT BEAR ON VALVE BODY. w i
73/8"0 21/2" COLOR: HATCH TYPE: Z 2„ TOP VIEW SET IN ASPHALT B. PROVIDE CLEARANCE BETWEEN VALVE FOOTING AND / goo 200 PROVIDENCE ROAD, SUITE 250
- - - - 7 3/8" DIA. 8 1/4"0 11 THE VALVE. OSHA SAFETY r !r, .� D iL Y
- !!! 112" -��III 3/4" 6 1/4"pJ 8 314"0 9 9 17 13 �\ C. WHEN OPERATING NUT DEPTH EXCEEDS S-O" BELOW YELLOW 'i,!i, , j /! ;!, ri �w o H LL 2E
151/2" } RECESSED �7VTO 17 �1-T'j FINISHED GRADE, PROVIDE EXTENSION STEM WITH OSHA SAFETY YELLOW Ie[.uE RED IRED LLam U CHARLOTTE, NORTH CAROLINA, 28207
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STANDARD 2" SQUARE OPERATING NUT IN TOP BLUE
LETTERING 11 12 4 a OSHA SAFETY L%
AH a 12 4"TYP• SECTION OF VALVE BOX. SEE STANDARD DETAIL. PHONE:[phone]
TYPE II -ADJUSTMENT RISER 2" O C . ' A D. VALVE BOX ASSEMBLY SHALL CONSIST OF NO MORE PURPLE NOTES:
L7� 61/2" "� 71r8"0 TH N 12 4: OSHASAFETY ��� M N
1 1/2" SECTION VIEW 2" J : THAN 3 VERTICAL SECTIONS - 1 TOP SECTION, 1 -BOTTOM COm J � A. PUBLIC FIRE HYDRANTS ARE (v CONNECTED DIRECTLY rocmuD WATER J
114 2 6 1/4"� F Q Q Q : SECTION, AND 1 -PIPE RISER SECTION. w Q RED DISTRIBUTION SYSTEM, (2) OWNED AND MAINTAINED BY CMUD, AND (3) W Q
J - -a N BLUEIBLUE PURPLEIPURPLE OSHA SAFETY `b; LOCATED WITHIN THE ROAD R IGHT-OF-WAY OR CMUD WATER MAIN EASEMENT. (�
SEE CROSS Q A E. CONCRETE PADS SHALL NOT BE USED IN PAVEMENT J F J H'
1" 4" 6 114"0 MACHINED W LU : Q: .•Q G X W W PPUMPER NOZZLE FACES GREEN B. PRIVATE FIRE HYDRANTS ALL NON-PUBLIC FIRE HYDRANTS, INCLUDING HYDRANTS Y Ld W
5116" SECTION 3 ' I I CONCRETE OR ASPHALT SIDEWALKS OR DRIVEWAYS.
SURFACE Q R ( ) LU- 0 AWAY FROM STREET OSHA SAFETY " ANSERVEDVIACMUDWATERMETER,O SERVED VIA PRIVATE WATER SYSTEM, LU- 0 C
I I 5/8' � 71/8"0 WF 0 � _ I=_ II-II��II I II I -_ II -II • W F 0 F CMUD AND CHARLOTTE FIRE DEPARTMENT STANDARDS VyHRE .^^„ . "^se•"" AND ARE (3) LOCATED OUTSIDE THE ROAD RIGHT-OF-WAYAND (4) PRIVATELY W F 0 F
�71/2"DIA.-�- 77116°0 f W - - _ _Q�Q_� - _ �J Q COLOR SCHEME FOR CMUD PUBLIC FIRE HYDRANTS OWNED AND MAINTAINED. �J 4
4 3/4" -III-T I CHARLOTTE FIRE DEPARTMENT STANDARDS
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8 114" DIA. J 0 w T➢- uHT-I=I�1,�= ��rl })- 0 STORZ IRON COLOR SCHEME FOR PRIVATE FIRE HYDRANTS INDUSTRY STANDARD -NOT ADOPTED OR USED BY CMUDICFD F 0
5112"DIA. TYPE 11- ADJUSTMENT RISE R SECTION VIEW Z N - --1-�- I uTId�°TI� F� Z FIRE HYDRANT SQUARE PUMPER PUMPER IRON HOSE AWWAC-502UNIFORMCOLORSCHEMEFORFIREHYDRANTS 1-� Z
VALVE BOX - BOTTOM SECTION Q Q W '�I IT� �TIITiT� I= 0 Q CLASSIFICATION: BARREL 70P 180NNET NOZZLE NOZZLE NOZZLE 5TORZ IRON NFPA 291 RECOMMENDED PRACTICE FOR MARKING FIRE HYDRANTS O Q
SECTION VIEW 63/4"DIA. TH - TOTAL AH- ADJUSTMENT H MINIMUM V H F 16 (r H FIRE OSHA SAFETY OSHA SAFETY NOT OSHASAFEY OSHA SAFETY PUMPER PUMPER RONHOSE FLOWCAPACITY H
HEIGHT HEIGHT WEIGHT -LBS V) 10 6 Q N PROTECTION YELLOW YELLOW PAINTED YELLOW YELLOW CLASSIFICATION: BARREL TOP IBONNET NOZZLE NOZZLE NOZZLE
NOTES: COVER - SECTION VIEW <412' �2112" NOTAPPROVED NOTAPPROVED TYPE]-ADJUSTMENTRISER GPM AT 20 PSI PUMPER HOSE
2-FIRE 5-PRIVATE THROUGH OSHA BARREL
OSHA SAFETY NOT OSN ZZLE OSHA SAFETY CLASSIFICATION; RESIDUAL) BARREL TOP ]BONNET NOZZLE NOZZLE 2
V PROTECTION] OSHA SAFETY OSHA SAFETY NOT OSHASAFETY OSHASAFETY WATER METER YELLOW YELLOW PAINTED GREEN GREEN 1500 OR CHROME LIGHT LIGHT LIGHT V
A. LOAD RATING - HEAVY DUTY. 4 112" 2 112" 0 16 TYPE 1 TYPE 2 YELLOW YELLOW PAINTED RED RED
B. FERROUS CASTINGS MATERIAL -ASTM A48- CLASS 35 GRAY IRON. TH-TOTAL AH-ADJUSTMENT MIN. WEIGHT ALTERNATEB MUDDY FLOW 6-PRIVATE-METER OSHA SAFETY OSHA SAFETY NOT OSHASAFETY OSHA SAFETY CLASS AA GREATER YELLOW BLUE BLUE SLUE
WEIGHT POUNDS MINIMUM C. COATING - UNDIPPED OR ASPHALT VARNISH. 5" 3^ t/2^ zD HEIGHT HEIGHT LBS w USING PVC PIPE USING CAST IRON SOIL PIPE CAST IN CONCRETE m 3-AIR OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY 0.SHASAFETY AND FIRE BOOSTER PUMP YELLOW YELLOW PAINTED WHITE WHITE ION TO CHROME w
TOP SECTION 31 D. WEiGHT•0%MINUS TOLERANCE. 6" 4" 112" 22.5 3" 1" 7 ~ W RELEASE BLUE BLUE PAINTED BLUE BLUE 7-PRIVATE(6-INCH AND CLASSA 1499 YELLOW GREEN GREEN GREEN
O SMALLER MAIN OR LIMITED OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY O
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F. TYPE II ADJUSTMENT RISERS MAY BE STACKED. ¢ \/ I BLOW -OFF BLUE BLUE PAINTED BLUE BLUE SUPPLY) CLASS B 999 YELLOW ORANGE ORANGE ORANGE I
COVER 19 G. TYPE ADJUSTMENT RISERS MAY NOT BE STACKED. 8" 6" 3112" 27 4" 2" 15 U = 4-REUSE] OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY B-PRIVATE2.5-INCH OSHA SAFETY OSHA SAFETY OSHA SAFETY =
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NOTES: NOTES:
1. BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CLT WATER W o _ W o
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED J 1. BACKFLOW PREVENTION ASSEMBLIES (BPNS) SHALL CONFORM TO CLT WATER J z
Q D SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED Q D
BPA AND NO U SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED. ' w
REFER TO CLT WATER APPROVED LIST OF BPA's. a BRA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED. U a N V
z REFER TO CLT WATER APPROVED LIST OF BPA's. U) zro
2. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER p p N
STANDARDS & SPECIFICATIONS. Z "� - 2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y) Z12
-
HANDWHEEL OPERATORS OR BUTTERFLY VALVES, AND LISTED ON APPROVED LIST w fV
3. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CLT WATER ENCLOSURE AS FIRE APPROVED. IF SERVING FIRE SPRINKLERS, TAMPER SWITCHES ARE REQUIRED. w 00
INFORMATION - HEATED INSULATED ENCLOSURE IS RECOMMENDED. Q 3. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER
Z J W
NO INSULATION SHALL BE WRAPPED AROUND BRA. REDUCED PRESSURE PRINCIPLE ASSEMBLY z N
STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH Z
4. ALL LOCATIONS FOR BRA'S REQUIRE CLT WATER APPROVAL AND MUST BE Z) MEGALUG RESTRAINTS OR APPROVED EQUAL. Z
REDUCED PRESSURE OUTSIDE OF ZONING SET -BACK/ DIRECTLY BEHIND METER. W Q 4. SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8" - 12" SHALL LU 0 Z
PRINCIPLE ASSEMBLY 5. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED a � SHUT-OFF VALVE #2 BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE J z
SHUT-OFF VALVE #1 SHUT-OFF VALVE #2 F� SHUT-OFF VALVE #1
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR - V SEE NOTE #2 SEE NOTE #2 ON DRAIN PORT. (�
CHECK VALVE #2 OTHER WATER - USING APPURTENANCES CONNECTED TO THE U
W 5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CLT WATER ENCLOSURE U W J
CHECK VALVE #1 SUPPLY LINE BETWEEN ANY WATER METER AND ITS Z 1 `COVER MUST NOT INFORMATION - HEATED INSULATED ENCLOSURE ARE REQUIRED FOR
_ _ _ CLT WATER - REQUIRED BACKFLOW PREVENTER. - i r - - - - - - - - OBSTRUCT VALVE Z
� - - ... - I 6"MIN. BEING FULLY FIRE LINE SERVICES. NO INSULATION SHALL BE WRAPPED AROUND BRA. - 0 Q m O
STRAINER 6. EACH CLT WATER -REQUIRED BRA IS REQUIRED TO BE TESTED BY A O CHECK VALVE #1 OPENED m LJ�
RECOMMENDED ` I CLT WATER - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER a m TEST COCK#1 I CHECK VALVE #2 I 6. ALL LOCATIONS FOR BPA'S REQUIRE CLT WATER APPROVAL AND MUST BE a
SYSTEM IN SERVICE. TEST RESULTS SHALL BE SUBMITTED TO CLT WATER W Q OUTSIDE OF ZONING SET -BACK DIRECTLY BEHIND METER. W Q C)
WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING RESULTS TO
FLOW- I CLT WATER. N 7. THERE SHALL : NO TAPS, PIPING BRANCHES, UNAPPROVED N U
HINGED ACCESS OR RESTRAINED JOINT BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR 2
REMOVABLE INSULATED TYPE K OR L COPPER TUBING Q C,5 SEE NOTE #3 I OTHER WATER - USING APPURTENANCES CONNECTED TO THE I
PIPE OR GALVANIZED STEEL 7. ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER
ENCLOSURE MEETING ASSE Ui SUPPLY LINE BETWEEN ANY WATER METER AND ITS -
1060 SPECIFICATIONS. PIPE FOR MIN. OF 5' ON EACH REQUIREMENTS, REQUIRE PRIOR APPROVAL
ENCLOSURE TO INCLUDE TEST FROM THE APPROPRIATE CLT WATER BACKFLOW INSPECTOR. w N HINGED ACCESS LA SUPPORTS CLT WATER- REQUIRED BACKFLOW PREVENTER. W N
DRAIN PORT(S) PER CLT WATER] I SEE NOTE #2 SSEMBLV. W REMOVABLE INSULATED 8. EACH CLT WATER -REQUIRED BPA IS REQUIRED TO BE TESTED BY A _ 1
COCK #1 \ \ SEE NOTE #4 W � N
REQUIREMENT. I LOWEST I ENCLOSURE MEETING ASSE I b I CLT WATER -APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER a N LL
POINT 1060 SPECIFICATIONS. SYSTEM IN SERVICE. TEST RESULTS SHALL BE SUBMITTED TO CLT WATER or O
2 OR RELIEF D_ i--� ENCLOSURE TO INCLUDE FLOW WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING
VALVE I Q I1 DRAIN PORT(S) PER CLT WATER I DUCTILE IRON PIPE OR RESULTS TO CLT WATER. Q a r l z
OUTLET REQUIREMENT. TYPE K OR L COPPER U
SLOPE GROUND SLEEVE REQUIRED W TUBING FOR MIN. OF 5' 9. ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER w
AWAY FROM I (TYP.) SUPPORTS RELIEF VALVE I ON EACH END OF ASSEMBLY. REQUIREMENTS, REQUIRE PRIOR APPROVAL FROM THE APPROPRIATE CLT (- Q
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• CLT WATER REQUIRED BRA J SLOPE GROUND C) m
=1_ "_ _' ABOVEGROUND m AWAY FROM I •- • • • • • - - - - W I-
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SLEEVE REQUIRED
SETBACK W LOWEST POINT OR LLI
SLEEVE REQUIRED (TYP.) U) SLEEVE REQUIRED RELIEF VALVE OUTLET (TYP,) � ,
--- --- -- ----- Q (TYRW or_.) LJ
SUPPORT, PAD AND Q
SEE CONCRETE FOOTINGS D ZONING CLT WATER REQUIRED BRA Q
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NOTE #4 8 #5
SUPPORTAS CONCRETE LINE LU N 2 0: N Z
PAD REQUIRED W J O MINA"THICK W J Q O
REQUIRED BY � - -- - �--� H RESTRAINED JOINT -- --- - ---� H '
CONCRETE PAD F.
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METER H W REQUIRED SEE H W w
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A. ALL FLANGE HARDWARE (BOLTIWASHER/NUT)SHALL BE STAINLESS
NO-
ALTERNATE DESCRIPTION
NO.
DESCRIPTION
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STEEL -TYPE 304 WITH ANTISEIZE COMPOUND.
WHEN USING SDR9 HOPE (IPS) WITH STAINLESS STEEL, BRASS,
1
EXISTING OR PROPOSED WATER MAIN
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A- ALL FLANGE HARDWARE (BOLT/WASHEWNUT) SRALL BESTAINLESS G. STEEL REINFORCING DESIGN SHALL CONFORM TO ASTM C657
1
6" -TAPPING SLEEVE AND 6" FL x MJ TAPPING VALVE ON EXISTING MAIN.
W 0
J
B. ALL PIPE SHALL BE RESTRAINED FROM TAP TO PROPERTY LINE VALVE,
OR BRONZE MNPT ENDS, USE THE FOLLOWING PRODUCTS:
2
TAPPING SADDLE AND 1 112" BALL CORPORATION STOP (CC TAPER
Q o
STEEL -TYPE 304 WITH ANTI -SEIZE COMPOUND. H. RE8AR5 SHALL BE GRADE 60 PER ASTM Afi15
6. ALL PIPE SHALL BE RESTRAINED JOINT DUCTILE IRON FROM TAP TO I. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A785
6" MECHAN3CALJOINT OVTLETTEE AND 6" NIJ GATE VALVE ON NEW MAIN
z
Q D
• SEA L
C. VAULT SHALL BE RATED FOR NCDOT HS-20 LOADING - SUBMIT SHOP
DRAWINGS! P.E. SEALED FOR REVIEW.
D. ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH.
2
4
5
1 112" BALL CORPORATION STOP (CC TAPER THREAD x FNPT)
1 12" SDR9 HOPE (POLY) - IPS PIPE (MNPT x MNPT)
11/2" BALL VALVE (FNPT x FNPT)
3
THREAD x C75 COMPRESSION)
STANDARD VALVE BOX ASSEMBLY (TYP) -ALL VALVES (OMIT AT
CORPORATION STOP ON SHORT SIDE SERVICE)
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PROPERTY LINE VALVE. J. DIAGONAL REINFORCING SMALL BE ADDED AT ALL OPENINGS
C. METER CONFIGURATION AND LENGTR I WIDTH MAY VARY OUE TO K. PIPE PENETRATIONS SHALL BE SEALED WITH FLEXIBLE CONNECTERS
BRAND- VERIFY DIMENSIONS TO DETERMINE MINIMUM VAULT SIZE. (MANHOLE BOOTS) WITH B-INCHES OF BRICK B MORTAR 112
2
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STANDARD VALVE BOX ASSEMBLY (TYPICAL) -ALL VALVES
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E. DESIGN SHALL CONFORM TO ASTM C858- SPECIFICATIONS FOR
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E STEEL REINFORCING DESIGN SHALL GONPORM TO ASTM C857
11
1 112" SDR9 HOPE (POLY)- IPS PIPE (MNPT x MNPT)- CAP END
4
5
1 V2" TYPE K COPPER TUBING
1 1/2" BALL VALVE (CTS COMPRESSION x FNPT)
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D. VAULT SHALL BE SIZED AS NEEDED FOR MINIMUM CLEARANCE AS INCH THICK CONSTRUCTION EXPANSION MATERIAL)
SHOWN AND RATED FOR NWOT HS-20 LOADING - SUBMITSHOP L. FRAME TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK, GROUND
4
5
6"MJxFL DUCTILE IRON ADAPTER ON SHORT SIDE SERVICE (NOT
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6" ALL FLANGE DUCTILE IRON TEE
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6
1 1/2" RED BRASS PIPE NIPPLE L = 30" OR 36"
( )
DRAWINGS l P.E. SEALED FOR REVIEW. SHALL SLOPE AWAY FROM VAULT.
E. ALL CONCRETE SHALL BE MINIMUM 4D00 PSI COMPRESSIVE STRENGTH. M. ALL JOINTS SHALL BE MADE WATERTIGHT USING 2 RINGS OF BUTYL
6
6" ALL FLANGE GATE VALVE
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I. DIAGONAL REINFORCING SHALL BE ADDED AT ALL OPENINGS
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F. DESIGN SHALL CONFORM TO ASTM C858- SPECIFICATIONS FOR RUBBER JOINT MASTIC.
"UNDERGROUND
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6"ALL FLANGE DUCTILE IRON PIPE SPOOL -L=30'(MIN.)(SPECIAL
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45"
11li6" 113/8"
211l4' 29'
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912"
i6"
2" 3'
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RISER HT.
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WHERE 30" TO 36" PIPE IS U5E0
RISER HT.
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WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
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PLAN
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SECTION x-x
aL MANHOLE
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STO. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAN DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-C" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 1fi'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
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WHERE 30" TO 36" PIPE IS USED
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ELEVATION MAX. V
1/4 "
- - OUTLET PIPE
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PH/" X 6"
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STEPS - STD. NO. 840.66
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GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCE❑ CONCRETE PIPE IS SET IN BASE SLAB OF SOX,
ADD TO BASF AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION ROXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TC TOP
ELEVATION IS 12 FEET.
T #4 BAR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YOB.
PIPE
SPAN
WIDTH
HEIGHT
❑
A
6
H
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LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALLI
FT. OF HT.
LBS.
HEINE
CU. YOS.
MIN. "H„
C.S.
A. C.
12
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0'
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
6.196
0.196
0-204
24
0.902
0.023
0.036
is"
2'-G"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
AO
1.434
0.059
1 0.085
30"
3'-6"
3'-6"
3'-9"
i6
4'-3"
4'-6"
4'-fi"
0.375
0.375
0.296
51
1.860
0.092
0.727
38"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-C"
0.463
0.463
0.333
64
2.341
0.132
0.17E
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
D.560
0.370
77
2,878&
0,180
0.243
48"
5'-4"
V-4"
V-3"
26
6'-3"
6'-4"
6'-4"
1 0.743
0.743
0.407
111
3,623
0.235
0,317
54"
5'-10"
5'-10"
5'-9"
28
8'-7"
8'-10"
I 8'-10"
0.B65
0.885
0.444
126
4.283
0.297
0.401
60"
6"-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
1.042
1.042
0.481
145
5.090
0.367
1 0.495
68"
7'-1"
7'-1"
6'-9"
32
T-10"
8'-1"
8'-1"
1.210
1 1.210
0.518
169
1 5,917
1 0.444
1 0.589
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
$ � B
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BOTTOM OF COVER
PLAN OF FRAME
1'-113�/4
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TYPE #1
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TYPE #2
1" R.
PLAN OF COVER
1' 11 1/2"
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34 11 fII
„ 1�43/4"
SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL 300
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USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
_ DEPRESSED GUTTER LINE
EXPANSION JOINT I OG i 3'-0"
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ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
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NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH 9ASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS
OF DOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
pEpUCTI0N5
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS•V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
SLAB
TCT'CONC'
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HEIGMI H
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A
B
C
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E
F
NO.
LENGTH
NO.
LENGTH
NO,
LENGTH
LBS.
C.M.
R.C.
12"
3'_0��
2'_2°
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2'_g"
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0.235
0,772
0.015
0.026
2'-2"
3'-0"
0,235
0,829
0.023
0.036
18"
3'-01,
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-O"
2' -2"
3'•9"
0.235
1.001
0.059
❑.9B5
30"
3' 0"
2' 2"
T' 4"
4' 3"
1' 2"
4' 0"
4
1' 5"
2
3' 9"
3
3` 9"
39
0.123
0.321
1.433
0_092
0.127
36"
3'-O"
2'-2"
3'-10"
4'-9"
1'-6"
4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0,161
0.353
1.714
0,132
0.178
42"
3`-0"
2'-2"
4'-5"
5 -3
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-13"
32
0.112
0.318
1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-01,
5 -9"
2'-0"
3'•2"
4
2'•3"
3
2'-11"
3
35
6.145
0.352
2.052
0.235
0.317
54"
3'-0-
2'-2"
5'-7"
6'-3"
2'-7"
3'•2"
4
2'-10"
5
2'-11"
3
2'-11"
41
0.180
9.386
2.387
0.297
0.401
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
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INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
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SHEET 1 OF 1
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ELEVATION
1840.66
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SECTION X-X
iUrINUtINLIULNIALJ
1P ELEVATION
840.16 FRAME -
RATE
(SEE NOTE)
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-8" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR UOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAS,
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO, 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING B40.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN,
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGIN€ER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
GONG. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT,
FOR T°TA'
coucRETE
MIN FMBM
HEIGHT H
C.M.
R.C.
12"
3'-O"
2` a"
2'-0"
D.222
a.222
0.592
0.015
0,026
15"
2'-3"
0.648
0.023
0.036
2'-6"
0.703
0.033
0-049
24
3'-0"
D.614
0.059
0.0e5
30"
3'-0"
2'-C"
3'-6"
0.222
0.222
0.925
0.092
0.127
GENERAL NOTES
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064
WELDED WIRE FABRIC (WWF).
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANGE WITH AASHTO M199-
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS.
LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF
BOTTOM SLAB.
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE
THINNEST PORTION OF THE TOP/BOTTOM SLAB.
• TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
A DISTINGUISHABLE TOP AND BOTTOM.
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$40.52
FINAL DRAWING - RELEASED FOR CONSTRUCTION
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019 PERMIT COMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-D1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
NTS
DATE
06. 18. 2019
SHEET
STORM DRAINAGE
DETAILS
C8.04

U.S. FOUNDRY & MFG. CORP.
EAST JORDAN IRON WORKS
a
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WEIGHT - 150 LB. MIN., 0% MINUS TOLERANCE
WEIGHT - 145 LB. MIN., 0% MINUS TOLERANCE
2
U
NOTES:
LOAD RATING - HEAVY DUTY USE WITH TYPE A, B, OR C FRAME
W
0 o
MATERIAL - ASTM A48 - CLASS 35 GRAY IRON COVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
a
COATING - UNDIPPED COVER SHALL NOT BE OUT OF ROUND.
n
NOTES:
1. THE OPENING IN PIPE SHALL BE CUT WITH A TAP
MACHINE ONLY
2, THE TAP SHALL BE MADE IN NE UPPER HALF OF
THE PIPE AT 45' FROM THE HORIZONTAL.
J. MAXIMUM SIZE TAP SHALL BE FOUR INCITES.
4. TEE & BEND TO BE FULLY ENCASED WITH ,467 CRUSHED
STONE.
S. SDR 35 PVC LATERAL PIPE REQUIRE TYPE TN
GRANULAR BEDDING.
& MIN. CLEAR TO PIPE JOINT ON MAIN SHALL BE
1'-O'
7. THE LATERAL MUST 9£ INSTALLED PERPENDICULAR
TO HIE MAIN.
S. IF THE LATERAL HAS LESS THAN 3' OF COVER, THE
LATERAL MUST BE D.I.P.
Aww_
'OVER
CHARLOTTE - ME CKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Na Fi10 Na STANDARD DETAIL
PLAN SEWER
PRCFXE
Nat.
`W`. 4" LATERAL (TAP)
July 27, 1995 XV-57 Sewer Specifications/Details (SD)
aTY OF CHARLOTTE STANDARD
CAST IRON FRAME AND COVEN
USE &RICK OR CONC GRADE
3
RWG'S FUR AD tISTMENI OF
n
?e. FLUSH MANHOLES;
r
h
ti
6
b
,AxNr
a
STEPS (aV SiRMW(WALL)
s'
1-�-OvatInvT
STR,UWI' WALL OF M.H_
TO BE LOCATED OVER
PIPE (4 0 M.H.)
a' 4'-0" A4 5'-0-
a
/nEMBLE COL9'WYC CAST iN BASE OR -
INSTALLED W CORED HOLE WTH STAIN
SMR CGWPRESSKN CEWCE.
FW B- AND 10- PFE. INVFR►S ARE TO
BE 314' POE DO AT TRW&W. FOR 12'
AND LARGER PLC; PROVE FULL ADVERT
AS SiONN. NE VIRF SiLAU SLOPE 2'
FROM THE MANHOLE WILL TO FINE TROUCH.
CITY OF CHARLOTTE STANDARD
CAST IRON FRAME AND CODER
(BOLT DOW-WArM TTGHT)-
7'
HEIGHT OF RISEI
AND CONE
SECAON VARIES
NOTES:
1. MANHOLE TO CONFORM K17H ASTM C478 EXCEPT
AS MODIFIED BELOW.
2. MANHOLE BASE TO BE REINFORCED MTH A MINIMUM
AREA OF 020 SO IN. PER LINEAL FOOT EACH WAY.
WALL REINFORCING TO BE MINIMUM OF 0.12 SO. IN
PER UNEAL FOOT. EITHER TONGUE OR GROOVE
SHALL HAVE REINFORCING EQUAL IN AREA TO
MINIMUM OF WALL SECTION.
J. ALL ONTS SHALL CONFORM WITH ASTM C44.7.
4. STEPS TO BE PLASTIC PER CITY STANDARDS
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3'
LARGER THAN OUTSIDE DIAMETER OF PIPE AND
ADDIRONALIY REINFORCED IN TH A MINIMUM OF
0.20 SO. IN. OF STEEL AT 90 DEGREES (ADDI TOINAL
REINFORCING NOT REQUIRED FOR CORED OPENINGS)
6, ALL SURFACES SHALL PC SMOOTH EVEN TEXTURED
WTH A MINIMUM OF HONEYCOMB, FINS AND OTHER
IMPERFEC77ONS
7 PENETRATING LIFTING HOLES SHALL BE PLUGGED
IfNTH EXPANSION GROUT.
8. INVERTS MAY BE 3600 PST READY MIX CONCRETE
IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF,
I0. 4 0' CONE SECTONS MAYBE USED MTH 5'0 MANHOLES
WIH A 5'-4" TRANSITION SECTION PLACED DIRECTLY
BENEATH THE 4 �O CONE
11. ALL MANHOLE SECTIONS SHALL BE OE51GNED FOR
H-20 LOADING.
12. MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES
IiNTH ROLT DOWN F&C IS 32'
CHARLOTTE -ME CKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Na �• �. STANDARD DETAIL
P Nn SEWER
PROF"� PRECAST MANHOLES
4' AND S' DIAMETER
July 27, 1995 XV-60 Sewer Specifications/Details (SD)
EXIST. OR FINISHED GRADE
4' MIN. COVER
I,
ATE
}x MINIMUM
/
22-112, BEND
/
(PVC, DIP OR CISP.J
f
VARIES 07H %
SLOPE^tif
VITRIFIED CLAY, PVC OR DUCTILE IRON PIPE
NOTES.
I.
CLAY TEES REOUIRE COMPRESSION GASKET TO PROVIDE
SEAL FOR PLAIN END OF 22-1/2' BEND.
2.
IF THE LATERAL HAS LESS THAN 3' OF COVER, THE
LATERAL MUST BE D.I.P.
3.
TEE AND BEND TO BE FULLY ENCASED IN J67 CRUSHED
5TOME.
4.
SDR 35 PVC PIPING REQUIRES TYPE III GRANULAR
BEDDING.
5.
MIN DISTANCE BETHEEIv TEES SHALL BE 7' CENTER TO
CENTER.
6.
THE LATERAL MUST SE INSTALLED PERPENDICULAR
TO THE MAIN.
CHARLOTTE-MECKI NBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Jb its FBa Na STANDARD DETAIL
PLM"N SEWER
I.IgFII�
Iltf.
4" LATERAL (TEE)
MSW
Hn B"1a By Rad�lq,
Sutw By Owi¢.ad By ua." By Proj.cS-Fny B"l•
July 27, 1995 XV-58 Sewer Specifications/Details (SD)
to
NOTES:
1. ALL MASL7NRY MORRTAR SI,ALLL BE PORXAND CEMENT
9' OINT D.I.P. (MIN.) AR DIP.
1.,3 MIX.
TO
LWaGTURSED GROUND.
2. CARE MUST BE TAKEN TO FORM A SMOOTH FINSHED
TROUGH FROM ENTRANCE PIPES TO EA7T PIPE, AND
4' MIN.
IN CURLCD MANHOLES THE TROUGH MUST BE A
SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE
WALLS OF THE PIPES AT THEIR ENDS
.1 PR077iCTIW WALL FOR OUTSIDE DROP SHALL SEA
.6 Moo
MINIMUM OF 4" MASONRY.
4. 7HE'SLOPE OF TIME OU7STOE DROP (TROUGH SHALL
5,
B£ 1/4" PER FOOT
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3"
w
LARGER THAN A.D. OF PIPE AND ADD1770MALLY
I_^ ' "
'ti +
REINFORCEQ NT7H A MINIMUM O< 0.2D SQ IN. OF
"
STEEL AT 90 DEGREES PIPE TO BE CENTERED IN
SIRAIaPff U O MH. TO
4
OPENINGS. ADD( RONAL REINFORCING NOT RELWIRED
BE LOCAIED OVER
FOR CORED OPENINGS.
6. RAMSET MASONRY TIES EVERY 12 INCHES.
7. DROP STRUCTURE MAY BE FORMED AND POURED OF
~•
3500 PST CONCRETE IN LIEV OF MASONRY.
"'
^
LL FOOTING FAR DROP MAY 8E POUREO AS PART OF
Qz
VARIES ,
: .,y -
THE MANHOLE BASE SLAB OR FIELD POURED AND
TIED TO MANHOLE BASE NTH THREE EQUALLY SPACED'
U '
o
16 ROARS DOWELED INTO MANHOLE BASE 2" FROM
TOP OF SLAB. GROUT INTO 8' DEEP HOLES WTH
EXPANSION CROUT
Ln ':
9 OUTSIDE DROP SHALL NOT ENTER MANHOLE IN CONE
p- @
SECTION.
I0. MATCH DROP INFLUENT CROWN TO CROWW WTH
y
A
EFFLUENT PIPE:
} :;� `�.
; . � . •
It DROP MAY BE PVC, DJ. P. OR V. C P.
.7-E4 ROARS
G =4 .•��''� .:' ^
POUR X X 3' COAXWETE FOORNG
6 Wa4ES 7h= TO SLPPORr
DAVP STRUCTURE.
STONE (!F REQUIRED)
�r
SEC770M A -A
Ql�01
-r-0-
CHARLOTTE-MECIU NBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Hp FIa µp. STANDARD DETAIL
SEWER
PRCFU
" OU SIDE DROP
July 27, 1995 XV-61 Sewer Specifications/Details (SD)
EXIST. OIR'1RNISHED -TAOE
I - _ A r.I I•- i3l..Ij ...f1_.
ONO
'-�€ � it-...1f •!,,.• _
w
a lNSIAE CROP - - - - - _ --
� -sE� DETAIL f1--_~~-T
i
L
-W moo
NIP
14 r
CORE HOLE AND INSTALL
1 FLEXIBLE BOOT CONNECTOR
J I 45- OR 22-112. BEND
R, ,1 OUTSIDE OF M.H.
i2
R" STONE BEDDING (IF REQUIRED)
i fY 4 St ,
CHARLOTTE- MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Na -Fr. No STANDARD DETAIL
PLM Scu NIS .SEWER
PROrU
L4TERAL INSTALLATION
AT MANHOLE
"Sw z Z 10'
SNa pa4. BY RaWlan Slt.+n4 BY Berlp"ed Bs [pawn Br R"jFCS-Engr Mw BY Dal. ]L
July 27, 1995 XV-59 Sewer Specifications/Details (SD)
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
1
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11
REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME
ALL19000-D1
CHECKED BY
BGP
DRAWN BY
JBW
SCALE
NTS
DATE
06. 18. 2019
SHEET
SANITARY SEWER
DETAILS
FINAL DRAWING - RELEASED FOR CONSTRUCTION
C8.05

STORMWATER CONTROL MEASURE CONSTRUCTION SPECIFICATIONS
GENERAL NOTES
1. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION
IMMEDIATELY.
2. THE FINAL CERTIFICATION FOR THIS FACILITY WILL INCLUDE A CERTIFICATION BY THE ON -SITE GEOTECHNICAL ENGINEER THAT THE
PROJECT WAS CONSTRUCTED PER THE APPROVED PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE
ON -SITE GEOTECHNICAL ENGINEER FOR OBSERVATION AND TESTING SUCH THAT THE ON -SITE GEOTECHNICAL ENGINEER CAN CERTIFY THE
CONSTRUCTION,
3. ALL CONSTRUCTION ACTIVITY RELATED TO THE PROPOSED STORMWATER MANAGEMENT FACILITY SHALL BE PER THE DETAILS AND
SPECIFICATIONS SHOWN IN THESE DRAWINGS. SOILS, COMPACTION, AND OTHER MISCELLANEOUS DETAILS AND SPECIFICATIONS MAY BE
MODIFIED PER THE RECOMMENDATIONS OF THE ON -SITE GEOTECHNICAL ENGINEER. HOWEVER, PRIOR TO IMPLEMENTATION, THE
DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION FROM THESE DESIGN DRAWINGS, INCLUDING SHOP DRAWINGS FOR ANY
PROPOSED MODIFICATION.
4. THERE ARE EXISTING JURISDICTIONAL WETLANDS ON -SITE. PRIOR TO CONSTRUCTION, THESE AREAS SHALL BE STAKED AND PROTECTED
WITH TREE PROTECTION / SILT FENCE. UNDER NO CIRCUMSTANCES SHALL THERE BE ANY DISTURBANCE BEYOND THE APPROVED
WETLAND IMPACT AREAS DURING CONSTRUCTION. THE CONTRACTOR SHALL MONITOR THE WETLAND AREAS TO ENSURE SEDIMENT
LADEN RUNOFF FROM DISTURBED AREAS ON -SITE DOES NOT DISCHARGE INTO THESE AREAS.
5. DURING THE INITIAL STAGES OF CONSTRUCTION, THE STORMWATER MANAGEMENT FACILITY MAY BE USED AS A SEDIMENT BASIN FOR
EROSION CONTROL PURPOSES. IF SO, THE CONTRACTOR SHALL FOLLOW THE GENERAL CONSTRUCTION SEQUENCE BELOW:
5.1. THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY (PERMANENT OUTLET STRUCTURE, DAM, ETC.) WITH THE EXCEPTION OF
THE INTERIOR FINE GRADING FOR THE FACILITY. THE INTERIOR FINE GRADING WILL BE CONSTRUCTED ONCE THE EROSION CONTROL
PHASE IS COMPLETE.
5.2. THE TEMPORARY DRAW DOWN RISER (OR SKIMMER) SHALL BE CONNECTED TO THE PERMANENT 8" 0 DIP DRAIN PIPE.
5.3. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR APPROVES THE REMOVAL OF THE
SEDIMENT BASIN, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DRAW DOWN RISER (OR SKIMMER) AND CLEAN -OUT THE
BASIN. ALL SEDIMENT, TRASH, ETC. SHALL BE DISPOSED OF PROPERLY (I.E. - PLACED IN A LANDFILL) AND NOT STOCKPILED IN AN
AREA WHERE WATER QUALITY COULD BE ADVERSELY AFFECTED.
5.4. ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE CONTRACTOR SHALL CONSTRUCT THE
INTERIOR GRADING SHOWN ON THIS SHEET.
5.5. ONCE THE GRADING IS O - -
C COMPLETE, THE CONTRACTOR SHALL REQUEST
Q TAN ON SITE INSPECTION AND AN AS BUILT SURVEY PRIOR TO
INSTALLATION OF THE STORMWATER MANAGEMENT FACILITY PLANTS. IF THE CONTRACTOR PLANTS THE PROPOSED VEGETATION
PRIOR TO AN AS -BUILT SURVEY (AND SUBSEQUENT APPROVAL), ANY CHANGES TO THE GRADING / RE -PLANTING OF PLANTS WILL BE
AT THE CONTRACTOR'S EXPENSE.
5.6. ONCE THE ENGINEER HAS APPROVED THE AS -BUILT GRADING, THE CONTRACTOR SHALL PLANT THE PROPOSED STORMWATER
MANAGEMENT FACILITY PLANTS SHOWN ON THE LANDSCAPE PLAN FOR THE FACILITY. AFTER COMPLETION OF THE PLANTING, THE
LANDSCAPE CONTRACTOR SHALL PROVIDE A LETTER TO THE ENGINEER CERTIFYING THAT THE PLANTS HAVE BEEN INSTALLED PER
THE APPROVED STORMWATER MANAGEMENT FACILITY PLANTING PLAN.
6. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT FACE OF THE RETAINING WALL AT
THE BOTTOM.
7. THE RETAINING WALL IS TO BE A DESIGN -BUILD PROJECT(S) BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED PROFESSIONAL ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY
FOR THE CONSTRUCTION OF THE RETAINING WALL.
8. THE RETAINING WALL SHALL BE ASSUMED TO BE BACKFILLED WITH OFF -SITE BORROW MATERIAL OR PROCESSED FILL UNLESS
CONTRACTOR CAN PROVIDE OWNER WITH CONFIRMATION FROM THE GEOTECHNICAL ENGINEER AND THE RETAINING WALL DESIGNER
THAT READILY AVAILABLE ON -SITE SOILS CAN BE USED.
9. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE ELEVATIONS ONLY. THE EXTENT THAT
THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE FOOTING SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION
DRAWINGS (BY OTHERS).
10. PRIOR TO CONSTRUCTION, THE ONSITE GEOTECHNICAL ENGINEER SHALL VERIFY THE FILTRATION AND PERMEABILITY ASPECTS OF THE
PROPOSED SAND FILTER MATERIALS. SPECIAL ATTENTION SHALL BE PAID TO PREVENT MIGRATION OF FINER SOIL PARTICLES THROUGH
UNDERLYING GRAVEL LAYERS.
11. ONCE CONSTRUCTED, THE SAND FILTER SHALL NOT RECEIVE STORMWATER RUNOFF UNTIL THE ENTIRE CONTRIBUTING DRAINAGE AREA
TO THE SAND FILTER HAS BEEN COMPLETELY STABILIZED AND SITE CONSTRUCTION IS COMPLETE.
12. PRIOR TO PLACING ANY MEDIA I ( .E. UNDERDRAINS, GRAVEL, OR SAND) WITHIN THE SAND FILTER, THE CONTRACTOR SHALL REQUEST AN
ONSITE MEETING WITH THE DESIGN
G ENGINEER TO ENSURE THE UPSTREAM DRAINAGE AREA IS COMPLETELY STABILIZED (I.E. GOOD
VEGETATIVE COVER). IF THE CONTRACTOR DECIDES TO PLACE THE MEDIA FOR THE SAND FILTER PRIOR TO APPROVAL FROM THE DESIGN
ENGINEER, THEN THE CONTRACTOR SHALL EXCAVATE/REPLACE, AS NECESSARY, THE MEDIA NEEDED FOR THE SYSTEM TO FUNCTION
PROPERLY AT HIS / HER EXPENSE SHOULD THE SAND FILTER NOT FUNCTION PROPERLY (I.E. WILL NOT DRAIN DUE TO SEDIMENT
DEPOSITION) DUE TO AN UNSTABILIZED UPSTREAM DRAINAGE AREA.
13. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ON THE DAM EMBANKMENT ONCE FINAL GRADES (AS
SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED FILL. PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR
SHALL SCARIFY THE THE TOP 2"-3" OF THE BERM SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL. THE
TOPSOIL DEPTH SHALL RANGE FROM 3"-4" ON THE DAM EMBANKMENT. PLEASE NOTE THE STOCKPILED TOPSOIL SHALL BE AMENDED, AS
DIRECTED BY A LANDSCAPE PROFESSIONAL, PRIOR TO INSTALLATION ON THE EMBANKMENT.
14. IT IS ANTICIPATED THAT DEWATERING WILL BE NECESSARY IN THE EXCAVATION AREAS (E.G. - EMBANKMENT SUB GRADE, INTERIOR
PORTIONS OF THE STORMWATER FACILITY, KEY TRENCH, ETC.). THEREFORE, THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND
MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER FACILITY
SITE. DURING PLACEMENT OF FILL WITHIN THESE AREAS, THE CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM OF THE
EXCAVATION / CONSTRUCTION AREAS. THE MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM
AND SIDE SLOPES ARE STABLE, WITH NO SEDIMENT DISCHARGED FROM THE SITE (I.E. PUMPED WATER MAY NEED TO BE DIRECTED TO AN
APPROVED EROSION CONTROL DEVICE SUCH AS A DIRT BAG (ACF ENVIRONMENTAL), OR ENGINEER APPROVED EQUIVALENT, PRIOR TO
DISCHARGE).
15. THE BEDDING MATERIAL FOR THE STORMWATER CONTROL MEASURE SHALL BE SPECIFIED BY THE ON -SITE GEOTECHNICAL ENGINEER.
TYPICALLY, A WELL -GRADED GRANULAR MATERIAL WILL BE USED FOR THE BEDDING. PLEASE NOTE THAT IF CONSTRUCTION EQUIPMENT
WILL BE OPERATING FOR AN EXTENDED PERIOD OF TIME ON THE BEDDING, THEN THE APPROPRIATE MEASURES (E.G. ENGINEERED
FABRIC, STIFF GEOGRID, ETC.) SHALL BE TAKEN TO ENSURE THE INTEGRITY OF THE BEDDING IS NOT COMPROMISED.
BERM AND SOIL COMPACTION SPECIFICATIONS
1. PRIOR TO CONSTRUCTION, THE ON -SITE GEOTECHNICAL ENGINEER SHALL IDENTIFY BORROW / FILL AREAS AND VERIFY THEIR SUITABILITY
FOR USE WITHIN THE DAM EMBANKMENT. ALSO, THE ON -SITE GEOTECHNICAL ENGINEER SHALL PERFORM STANDARD PROCTORS ON THE
PROPOSED BORROW MATERIAL TO ENSURE THAT OPTIMUM MOISTURE CONTENT AND COMPACTION CAN BE ACHIEVED / CONTROLLED
DURING CONSTRUCTION.
2. ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM BORROW AREAS APPROVED BY THE ON -SITE
GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, WOOD, STONES GREATER THAN 6", AND FROZEN
OR OTHER OBJECTIONABLE MATERIAL. THE FOLLOWING SOIL TYPES ARE SUITABLE FOR USE AS FILL WITHIN THE DAM EMBANKMENT AND
KEY TRENCH: ML AND CL.
3. FILL PLACEMENT FOR THE EMBANKMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT (UNCOMPACTED). EACH LIFT SHALL BE CONTINUOUS
FOR THE ENTIRE LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL SHALL BE
REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT. FILL MATERIAL ADJACENT TO ALL SPILLWAY AND DRAINAGE
STRUCTURES SHALL BE PLACED IN 4-INCH (UNCOMPACTED) LIFTS AND HAND -COMPACTED TO THE SAME COMPACTION AND MOISTURE
REQUIREMENTS AS THE ENTIRE EMBANKMENT.
4. ALL FILL SOILS USED IN THE EMBANKMENT CONSTRUCTION SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM-698). THE FILL SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN -1 TO +3 PERCENT OF ITS
OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL BE PERFORMED BY THE ON -SITE GEOTECHNICAL ENGINEER DURING
CONSTRUCTION TO VERIFY THAT THE PROPER COMPACTION LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED USING A
SHEEPSFOOT TYPE COMPACTOR. IN ORDER TO PREVENT DAMAGE TO THE PIPE, NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE
UNTIL MINIMUM COVER IS ESTABLISHED ALONG THE PIPE.
5. THE DESIGN ENGINEER SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION, BY THE ON -SITE GEOTECHNICAL ENGINEER, THAT THE
GEOTECHNICAL ASPECTS OF THE FACILITY HAVE BEEN CONSTRUCTED PER PLAN. THESE REPORTS AND CERTIFICATION WILL BE NEEDED
DURING THE AS -BUILT CERTIFICATION PROCESS FOR THIS STORMWATER FACILITY. THEREFORE, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO COORDINATE TESTING AND OBSERVATION WITH THE ON -SITE GEOTECHNICAL ENGINEER.
6. TESTING OF THE NEW FILL MATERIALS SHALL BE PERFORMED TO VERIFY THAT THE RECOMMENDED LEVEL OF COMPACTION IS ACHIEVED
DURING CONSTRUCTION. THEREFORE, ONE DENSITY TEST SHALL BE PERFORMED FOR EVERY 2,500 SQUARE FEET OF AREA FOR EVERY LIFT
OF FILL OR AS RECOMMENDED BY THE ON -SITE GEOTECHNICAL ENGINEER.
7. TESTING WILL BE REQUIRED ALONG THE 36"0 RCP OUTLET BARREL AT A FREQUENCY OF ONE TEST PER 25 LF OF PIPE PER VERTICAL FOOT
OF FILL OR AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER,
PERMANENT SEEDING SCHEDULE (DAM EMBANKMENTS)
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
AUG 25 - OCT (BEST) TALL FESCUE 200 LBS/AC
FEB - APR 15 (POSSIBLE)
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 1000 LB/AC 10-10-10
FERTILIZER.
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150
LB/AC 10-10-10 FERTILIZER. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
NOTE: PERMANENT SEEDING SCHEDULE IS FOR SLOPES OF THE BASIN, TOP OF BERM.
CONSTRUCTION SEQUENCE
1. PRIOR TO CONSTRUCTION, THE OWNER SHALL OBTAIN A LAND DISTURBING (GRADING) PERMIT AND AN "APPROVAL TO CONSTRUCT" FROM
THE CITY OF CHARLOTTE AND ALL OTHER NECESSARY PERMITS FROM APPLICABLE AGENCIES (E.G. 404 / 401 PERMITS)
2. INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. THE
CONTRACTOR SHALL MAINTAIN ALL APPROVED SEDIMENT AND EROSION CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT, AS
REQUIRED. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE EROSION CONTROL INSPECTOR, AS REQUIRED BY GOVERNING
AGENCIES, PRIOR TO ANY CLEARING.
3. CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM CONSTRUCTION. ALL TREES AND THEIR ENTIRE ROOT SYSTEMS MUST
BE REMOVED FROM THE DAM FOOTPRINT AREA AND BACKFILLED WITH SUITABLE SOIL MATERIAL. THE BACKFILLED AREAS SHALL BE
COMPACTED TO THE SAME STANDARDS AS THE DAM EMBANKMENT. THE REMAINING AREA OF THE EMBANKMENT SHALL BE STRIPPED TO
A SUITABLE DEPTH AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER. ANY RESIDUAL SOILS TO BE LEFT IN PLACE MUST BE WELL
SCARIFIED TO PROMOTE BONDING OF THE NEW EMBANKMENT FILL. NO EMBANKMENT MATERIAL SHALL BE PLACED FOR THE DAM OR KEY
TRENCH UNTIL APPROVAL OF THE DAM SUBGRADE / TRENCH IS OBTAINED FROM THE ON -SITE GEOTECHNICAL ENGINEER.
4. EXCAVATE FOR THE NEW KEY TRENCH ALONG THE CENTERLINE OF THE PROPOSED DAM EMBANKMENT. THE TRENCH SHALL EXTEND A
MINIMUM OF 5 FT BELOW EXISTING GRADE OR 2 FT BELOW THE CONCRETE CRADLE AND SHALL HAVE A MINIMUM BOTTOM WIDTH OF 5
FEET. THE KEY TRENCH SIDESLOPES SHALL BE A MINIMUM OF 1:1 (H:V). THE KEY TRENCH SHALL BE COMPACTED TO THE SAME
SPECIFICATION LISTED IN ITEM 4 OF THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS." DEPENDING UPON ON -SITE SOIL
CONDITIONS ENCOUNTERED DURING EXCAVATION, THE ON -SITE GEOTECHNICAL ENGINEER MAY VARY THE DEPTH AND DIMENSIONS OF
THE KEY TRENCH AS DEEMED NECESSARY. THE ON -SITE GEOTECHNICAL ENGINEER SHALL RETAIN DOCUMENTATION OF ANY VARIATION FOR
FUTURE AS -BUILT SUBMITTALS TO THE CITY OF CHARLOTTE.
5. BEGIN PLACEMENT OF BACKFILL WITHIN THE KEY TRENCH. THE KEY TRENCH SHALL BE COMPACTED TO THE SPECIFICATIONS LISTED ITEM 4
OF THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS." THE KEY TRENCH SHALL BE TESTED PER THE SPECIFICATIONS
LISTED IN THAT SECTION.
6. PRIOR TO INSTALLATION, SUBGRADE CONDITIONS ALONG THE SPILLWAY PIPES SHOULD BE EVALUATED BY THE ON -SITE GEOTECHNICAL
ENGINEER TO ASSESS WHETHER SUITABLE BEARING CONDITIONS EXIST AT THE SUBGRADE LEVEL. SHOULD SOFT OR OTHERWISE
UNSUITABLE CONDITIONS BE ENCOUNTERED ALONG THE PIPE ALIGNMENTS, THESE MATERIALS SHOULD BE UNDERCUT AS DIRECTED BY THE
GEOTECHNICAL ENGINEER. THE UNDERCUT MATERIALS SHALL BE REPLACED WITH ADEQUATELY COMPACTED STRUCTURAL FILL, LEAN
CONCRETE OR FLOWABLE FILL AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER.
7. IN ORDER TO HELP PROTECT THE SOIL SUBGRADE FROM DETERIORATION (DUE TO EXPOSURE, RAINFALL, SEEPAGE, AND RUNOFF) BEFORE
THE CRADLE CAN BE POURED, IT IS STRONGLY RECOMMENDED THAT A 3" TO 4" THICK CONCRETE MUD MAT BE POURED OVER THE
SUBGRADE ONCE IT IS APPROVED BY THE ON -SITE GEOTECHNICAL ENGINEER. THE MUD MAT WILL ALSO PROVIDE BEARING FOR THE BLOCKS
THAT TEMPORARILY SUPPORT THE SPILLWAY PIPE UNTIL THE CRADLE CAN BE POURED. THE METHOD OF BLOCK SUPPORT FOR THE PIPE
PROPOSED BY THE CONTRACTOR SHOULD BE SUBMITTED TO THE JOHN R. McADAMS COMPANY FOR REVIEW.
8. BEGIN CONSTRUCTION OF THE NEW EMBANKMENT. FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8" THICK LIFTS PRIOR TO
COMPACTION, UNLESS DIRECTED OTHERWISE BY THE ON -SITE GEOTECHNICAL ENGINEER. FILL LIFTS SHALL BE CONTINUOUS OVER THE
ENTIRE LENGTH OF FILL. IF IT IS NECESSARY, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO
FINAL GRADE IN ORDER TO ACHIEVE PROPER COMPACTION.
9. AS CONSTRUCTION OF THE EMBANKMENT MOVES FORWARD, IT WILL BE NECESSARY TO INSTALL THE CONCRETE CRADLE. THIS MAY BE
CONSTRUCTED USING ONE OF THE FOLLOWING METHODS:
9.1. IF THE PROPOSED STRUCTURAL FILL MATERIAL IS UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE, THEN THE STRUCTURAL
FILL SHOULD BE INSTALLED AND COMPACTED UP TO THE TOP OF CONCRETE CRADLE ELEVATION. ONCE THE STRUCTURAL FILL
REACHES THE NEXT DOWNSTREAM JUNCTION BOX OR HEADWALL AND IS COMPACTED TO THE ELEVATION OF THE TOP OF THE
CONCRETE CRADLE, EXCAVATE THE CONCRETE CRADLE TRENCH PER THE PROVIDED DETAILS AND CONSTRUCT THE CONCRETE CRADLE
AS PER THE PROVIDED CONCRETE CRADLE DETAIL.
9.2. IF THE PROPOSED STRUCTURAL FILL IS NOT UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE, THEN PRIOR TO
CONSTRUCTING THE STRUCTURAL FILL EMBANKMENT, THE FORMWORK FOR THE CONCRETE CRADLE SHOULD BE INSTALLED ON
EXISTING GROUND AND / OR THE MUD MAT. THE CONCRETE CRADLE SHALL BE CONSTRUCTED PER THE PROVIDED DETAILS.
10. INSTALL RISER / BARREL ASSEMBLY, ALONG WITH THE EMERGENCY DRAIN SYSTEM. THE DRAIN VALVE LOCATED WITHIN THE RISER BOX
SHALL BE KEPT OPEN UNTIL AN AS -BUILT CERTIFICATION HAS BEEN COMPLETED BY THE ENGINEER AND AN APPROVAL TO IMPOUND HAS
BEEN ISSUED BY ALL APPLICABLE AGENCIES.
11. INSTALL 36" RCP OUTLET BARREL SPILLWAY FILTER FROM THE DETAILS SHOWN ON SHEET C9.03.
12. CONSTRUCT EMBANKMENT PER SPECIFICATIONS LISTED IN THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS" AND
REQUIREMENTS OF THE ON -SITE GEOTECHNICAL ENGINEER. ALL CHARACTERISTICS OF THE EMBANKMENT FILL MATERIAL SHALL MEET THE
STANDARDS SET FORTH IN "BERM AND SOIL COMPACTION SPECIFICATIONS", INCLUDING COMPACTION AND MOISTURE REQUIREMENTS. IF
NECESSARY TO ACHIEVE PROPER COMPACTION, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT
BACK TO PROPER FINAL GRADE. ANY HAND COMPACTION ACTIVITIES AROUND SPILLWAY OR DRAIN STRUCTURES SHALL BE CONDUCTED IN
4-INCH LOOSE LIFTS AND BE TO THE SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT. ALL COMPACTION
AND MOISTURE TESTING SHALL BE CARRIED OUT AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER AND AS LISTED IN THE SECTION
TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS".
4. UPON COMPLETION OF DAM EMBANKMENT, PROMPTLY STABILIZE AND SEED DAM EMBANKMENT PER SEEDING SCHEDULE.
5. SCHEDULE A FINAL AS -BUILT INSPECTION AND AS -BUILT SURVEY WITH THE ENGINEER. AN AS -BUILT INSPECTION SHOULD BE SCHEDULED A
MINIMUM OF 60 DAYS BEFORE A PERMIT TO IMPOUND IS REQUIRED. ANY COMMENTS OR DEFICIENCIES IN THE DAM CONSTRUCTION MUST
BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL APPROVAL
FROM THE CITY OF CHARLOTTE, CLOSE THE 8" 0 BOTTOM DRAIN VALVE IN THE RISER BOX AND BEGIN IMPOUNDING WATER. NO WATER
SHALL BE IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED FROM THE CITY OF CHARLOTTE.
OUTLET STRUCTURE MATERIAL SPECIFICATIONS
1. THE 36" 0 RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT, MEETING THE REQUIREMENTS OF ASTM C76-LATEST.
THE PIPES SHALL HAVE CONFINED O-RING RUBBER GASKET JOINTS MEETING ASTM C-443-LATEST. THE PIPE JOINTS SHALL BE TYPE R-4.
2. THE STRUCTURAL DESIGN FOR THE 5' X 5' (INTERNAL DIMENSIONS) RISER BOX WITH EXTENDED BASE SHALL BE BY OTHERS. PRIOR TO
ORDERING THE STRUCTURES, THE CONTRACTOR SHALL PROVIDE, TO THE DESIGN ENGINEER FOR REVIEW, SHOP DRAWINGS AND
SUPPORTING STRUCTURAL CALCULATIONS SEALED BY A P.E. REGISTERED IN NORTH CAROLINA DEMONSTRATING THE PERTINENT VERTICAL
LOADS ARE SUPPORTED BY THE CONCRETE RISER STRUCTURE.
3. THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 16" ON CENTER. STEPS SHALL BE PROVIDED ON THE INNER WALL OF
THE RISER BOX. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. SEE SHEET C9.04. PLEASE REFER TO SHEET C9.02 FOR LOCATION
OF THE RISER STEPS.
4. THE CONCRETE ANTI -FLOTATION BLOCKS SHALL BE PRECAST AS THE EXTENDED BASE OF THE RISER BOX DURING FABRICATION. THE
PRECAST BASE SHALL BE INCLUDED AS PART OF THE SHOP DRAWINGS THAT WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW (SEE ITEM
2 ABOVE). IN LIEU OF A PRE -CAST BASE, THE CONTRACTOR MAY OPT TO CAST -IN -PLACE THE ANTI -FLOTATION BLOCK IN THE FIELD.
HOWEVER, PRIOR TO CONSTRUCTING THE CAST -IN -PLACE BASE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR
REVIEW DENOTING THE FOLLOWING:
A. STEEL REINFORCEMENT
B. THE CONNECTION MECHANISM TO JOIN THE ANTI -FLOTATION BLOCK WITH THE RISER SECTION
5. IF THE ANTI -FLOTATION BLOCK IS PRECAST AS PART OF THE RISER BASE SECTION, THE ENTIRE PRECAST RISER BOX STRUCTURE SHALL HAVE
A SHIPPING WEIGHT OF 19,911 LBS. THE STRUCTURE WEIGHT SHALL BE THE SHIPPING WEIGHT AND SHALL BE DETERMINED BY
SUBTRACTING THE WEIGHT OF THE FACTORY BLOCK OUTS FROM THE GROSS STRUCTURE WEIGHT. THIS INFORMATION SHALL BE SHOWN
ON THE SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW. IF THE CONTRACTOR OPTS TO CAST -IN -PLACE THE ANTI -FLOTATION
BLOCK, THE CONTRACTOR SHALL ENSURE THE WEIGHT OF THE ENTIRE RISER STRUCTURE IS EQUAL TO THE MINIMUM LISTED ABOVE.
6. THE RISER BOX JOINTS SHALL BE SEALED USING BUTYL RUBBER SEALANT CONFORMING TO ASTM-C990-LATEST. IF NECESSARY, THE
CONTRACTOR SHALL INCORPORATE A WATERSTOP INTO THE RISER BOX JOINT TO ENSURE A WATERTIGHT CONNECTION. THE CONTRACTOR
SHALL PARGE JOINTS ON BOTH THE INSIDE AND OUTSIDE WITH NON -SHRINK GROUT.
7. PRIOR TO ORDERING, THE CONTRACTOR SHALL SUBMIT TRASH RACK SHOP DRAWINGS TO THE ENGINEER FOR REVIEW. CONTRACTOR SHALL
ENSURE THAT AN ACCESS HATCH IS PROVIDED WITHIN THE TRASH RACK (SEE DETAIL FOR LOCATION) THAT WILL ALLOW FOR FUTURE
MAINTENANCE ACCESS. CONTRACTOR SHALL ALSO PROVIDE A CHAIN AND LOCK FOR SECURING THE ACCESS HATCH. NOTE THE ACCESS
HATCH SHALL LINE UP WITH THE ACCESS STEPS AFTER INSTALLATION.
8. ALL POURED CONCRETE SHALL MEET THE FOLLOWING SPECIFICATIONS UNLESS OTHERWISE NOTED:
-MINIMUM 3000 PSI (28 DAY)
-SLUMP = 3" - 5"
-ENTRAINED AIR = 5%- 7%
PLEASE NOTE NO CONCRETE SHALL BE POURED WHEN THE AMBIENT AIR TEMPERATURES ARE EXPECTED TO BE ABOVE 85°F OR BELOW
407. CAST -IN -PLACE CONCRETE SHALL BE "WET CURED" AFTER FINISHING FOR A MINIMUM OF 48 HOURS.
9. GEOTEXTILE FABRIC FOR THE 36" 0 RCP OUTLET BARREL JOINTS SHALL BE MIRAFI 18ON OR ENGINEER APPROVED EQUAL (NON -WOVEN
FABRIC). ON -SITE GEOTECHNICAL ENGINEER TO APPROVE FABRIC.
10. STORMWATER FACILITY EMERGENCY DRAW DOWN IS VIA AN 8" 0 PLUG VALVE. THE VALVE SHALL BE A M&H STYLE 1820 X-CENTRIC VALVE
OR APPROVED EQUAL. THIS VALVE IS IN ACCORDANCE WITH AWWA C-517, AND SHALL BE OPERABLE FROM TOP OF OUTLET STRUCTURE VIA
A HAND WHEEL (SEE DETAIL SHEET C9.02). THE CONTRACTOR SHALL PROVIDE A REMOVABLE VALVE WRENCH WITH A HAND WHEEL ON TOP
FOR OPERATION OF THE 8"0 PLUG VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING THE WRENCH TO THE TRASH RACK.
STATEMENT OF RESPONSIBILITY
1. ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THE STORMWATER MANAGEMENT FACILITIES SHALL BE THE RESPONSIBILITY OF THE
OWNER, PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY.
A _\j y
EX. WETLAND
2si
2NI
36 LF 36" 0 CLASS III 0-RING RCP
2.78% W/ CONCRETE CRADLE
(JOINTS WRAPPED IN GEOTEXTILE FABRIC)
ENDWALL PER
NCDOT STD. 838.80
2J INV. OUT (36"0 RCP) = 599.00
/
-J 2J�I
/ VELOCITY DISSIPATOR
NCDOT CLASS 'I' RIPRAP
( 241 X 9'W X 22" THICK
D50 = 13"
(SEE DETAIL SHEET C9.03) �I
A 2hi
�- /,;9z
A A A A CLEAN -OUT
INV = 600.10 t
A v vI vI'
t 20 LF 6"0 ® 0.50%
t PERFORATED SCHEDULE 40 OR f
SDR 35 SMOOTH WALL PVC "
CLEAN -OUT
INV = 600.10
�; \s CLEAN -OUTS
INV = 600.20`,
� PERFORATED
ATED SCHEDULE 40 OR
SDR 35 SMOOTH WALL PVC
0\ © 0.50% SLOPE (MIN.) (TYP.)
CLEAN -OUT
\ \\ INV = 600.20
\ ` CLEAN -OUT
INV = 600.30
FOREBAY WEIR SPILLWAY (TYP.) --�`-'
CREST = 30 LF
TOP OF RIP RAP (CREST) = 604.50
LINER = NCDOT CLASS "B" RIPRAP ( I
15" MIN. DEPTH (D50 = 8") % I
NOTE: A FILTER BLANKET IS TO BE
INSTALLED BETWEEN THE RIP RAP AND SOIL
FOUNDATION. THE FILTER BLANKET WILL
CONSIST OF A MINIMUM 4" THICK LAYER OF
STONE (#57) UNDERLAIN WITH MIRAFI FILTER i
WEAVE 700 OR APPROVED EQUIVALENTi�
FOREBAY BERM EL. = 604.50
MINIMUM WIDTH = 2 FT, /
TO BE COMPACTED I
PER "BERM AND SOIL
COMPACTION SPECIFICATIONS" /
SAND -BASED BERMUDA-��
I SOD TO BE INSTALLED IN /
r THE PRETREATMENT AREA,
ON THE INTERIOR SLOPES
AND BERMS, TOP OF DAM,
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PROPOSED TRAIL ALONG -
TOP OF DA
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GRAPHIC SCALE
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1 inch = 20 ft.
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The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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33782
REVISIC
NO. DATE
1 08. 22. 2019
PER CITY COMMENTS
2 09.30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4 11. 15. 2019
PERMIT COMMENTS
5 01. 10. 2020
PERMIT COMMENTS
6 01. 16. 2020
INTERACTIVE COMMENTS
7 01. 21. 2020
INTERACTIVE COMMENTS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME
ALL19000-SW
CHECKED BY
JAA
DRAWN BY
JME/LK
SCALE
1" = 20'
DATE
06. 18. 2019
SHEET
STORMWATER CONTROL
MEASURE PLAN VIEW
FINAL DRAWING - RELEASED FOR CONSTRUCTION
C9000

TOP OF DAM EL. = 607.00
100-YEAR STORM EL. = 605.50
25-YEAR STORM EL = 605.40
10-YEAR STORM EL. = 605.31
TOP OF RISER EL. = 604.50
WQV STORM EL. = 603.70
36" 0 RCP INV. OUT EL. = 600.00
6" 0 @ 0.50% PERFORATED SCHEDULE
40 OR SDR 35 SMOOTH WALL PVC
PROPOSED GRADE
oftft.ft i
'�► ��
rDACU nnw
CONCRETE
ANTI -FLOTATION BLOCK
SAND -BASED
BERMUDA SOD TO BE
INSTALLED IN THE
PRETREATMENT AREA
-I I I- I vn OnHEE rvnrvl 1111V En I Ur
RISER STRUCTURE TO DRAIN POSITIVELY
TO INVERT OF OUTLET BARREL USING
NON -SHRINK GROUT
PROPOSED GRADE
KtY I KENCH (SEE BERM AND SOIL COMPACTION
SPECIFICATIONS, DETAIL SHEET C9.00)
KEY TRENCH TO BE PROVIDED PER THE DIRECTION OF THE
SITE GEOTECHNICAL ENGINEER
TOP OF RIPRAP BERM
ELEV = 604.50
6" MIN #57
WASHED STONE
RIPRAP BERM
NCDOTCLASS'B' RIPRAP 3
D50 = 8" 1
1%MINIMUM SLOPE -
V�'V�
NOTE: PRIOR TO CONSTRUCTION, THE ONSITE GEOTECHNICAL ENGINEER SHALL VERIFY THE FILTRATION AND PERMEABILITY ASPECTS OF
THE PROPOSED SAND FILTER MATERIALS. SPECIAL ATTENTION SHALL BE PAID TO PREVENT MIGRATION OF FINER SOIL PARTICLES
THROUGH UNDERLYING GRAVEL LAYERS.
SPECIFICATIONS/ TEST
MATERIAL
SIZE
NOTES
METHOD
SAND
CLEAN AASHTO-M-6 OR ASTM-C-33
0.02" TO 0.04"
SAND SUBSTITUTIONS SUCH AS DIABASE AND
CONCRETE SAND
GRAYSTONE #10 ARE NOT ACCEPTABLE. NO
CALCIUM CARBONATE OR DOLOMITIC SAND
SUBSTITUTIONS ARE ACCEPTABLE. NO "ROCK
DUST" CAN BE USED FOR SAND.
UNDERDRAIN GRAVEL
AASHTO-M-43
0.375" TO 0.75"
GEOTEXTILE FILTER FABRIC
ASTM-D-4833 (PUNCTURE
0.08" THICK
MUST MAINTAIN 125 GPM PER SQ. FT. FLOW
STRENGTH-125LB)
EQUIVALENT OPENING
RATE. GEOTEX 117F - WOVEN MONOFILAMENT
ASTM-D-4632 (TENSILE
SIZE OF #80 SIEVE
GEOTEXTILE OR APPROVED EQUIVALENT.
STRENGTH-300LB)
UNDERDRAIN PIPING
F 758, TYPE PS 25 OR
6" SCHEDULE 40 OR SDR
3/8" PERFORATIONS @ 6" ON CENTER, 4 HOLES
AASHTO-M-252
35 SMOOTH WALL PVC
PER ROW. MINIMUM OF 4" OF GRAVEL OVER
PIPES
SAND FILTER MATERIAL SPECIFICATIONS
N.T.S.
COMPACTED BERM SECTION
(SEE BERM AND SOIL COMPACTION
SPECIFICATIONS ON SHEET C9.001
PERMANENT DAM CROSS SECTION
N.T.S.
�2FT�
1
vVV L/Y A VI 1v V1N_VVVVEI1j
GEOTEXTILE FABRIC SHALL BE PLACED
AROUND EACH JOINT OF EACH 36" 0 O-RING RCP
BARREL IN 2' WIDE STRIPS CENTERED ON JOINT.
NOTES:
1. REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) THE DAM EMBANKMENT
ONCE FINAL GRADES (AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED
FILL. PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE TOP 2- TO 3-INCHES OF
THE BERMN SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL. THE
TOPSOIL DEPTH SHALL RANGE FROM 3- TO 4-INCHES ON THE DAM EMBANKMENT.
ENDWALL PER NCDOT STD. 838.80
(SEE DETAIL ON SHEET C9.02)
VELOCITY DISSIPATOR
NCDOTCLASS'I' RIPRAP
MINIMUM DIMENSIONS
241 X 9'W X 22" THICK
D50 = 13"
TO BE LINED WITH GEOTEXTILE
FABRIC OR EQUIVALENT
(SEE DETAIL SHEET C9.03)
SPILLWAY FILTER
(SEE DETAIL
SHEET C9.03)
6" 0 SOLID WALL PVC CLEANOUTS (TYP.)
SHALL HAVE A SECURELY FASTENED WATERPROOF CAP
AND BE A MINIMUM OF 3" ABOVE THE SAND LAYER.
THE CLEANOUTS SHALL BE CONNECTED TO THE 6" 0
PERFORATED SCHEDULE 40 OR SDR 35 SMOOTH WALL
PVC UNDERDRAIN PIPES WITH A WYE-SECTION.
Ur // t J IVU IVItUTA = bUZ.bU
y �� \ V� :.
y\/\ A\ \\\\/\\A�V�\`r� �����....
FILTER BLANKET TO BE INSTALLED BETWEEN THE RIP
RAP AND SOIL FOUNDATION. THE FILTER BLANKET
WILL CONSIST OF A MINIMUM 4" THICK LAYER OF
STONE (#57) UNDERLAIN WITH MIRAFI FILTER
WEAVE 700 OR APPROVED EQUIVALENT
/\,////
THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE EQUIPPED WITH 6" 0 MINIMUM
PERFORATED SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC. PERFORATIONS SHALL BE
PER AASHTO M278 FOR PVC PIPE, AASHTO M252 DOUBLE WALL HDPE PIPE, OR BE
-INCH IN DIAMETER SPACED 3 INCHES ON CENTER ALONG 4 LONGITUDINAL ROWS
THAT ARE SPACED 90° APART. THE PIPES SHALL HAVE A MINIMUM SLOPE OF 0.50%
AND A MAXIMUM SPACING OF 10 FEET ON CENTER.
SAND FILTER PROFILE VIEW
N.T.S.
6"0 PERFORATED SCHEDULE 40 -J WASHED #57 STONE OR
OR SDR 35 SMOOTH WALL PVC
UNDERDRAIN PIPE APPROVED EQUIVALENT
(PER AASHTO M252) WOVEN GEOTEXTILE
FILTER FABRIC
SAND FILTER CROSS SECTION
N.T.S.
FILTER MEDIA
(SEE CROSS SECTION AND
SPECIFICATIONS
PROVIDED)
FLOW TO OUTLET STRUCTURE -►
V \V \j Aj�\j Aj A `\`''�\�\A�'�
FINISHED GRADE
:LLA TYPE CLEANOUT WITH
VTERSUNK HEAD
;EAL GASKET
SOLID SCHEDULE 40 OR
35 SMOOTH WALL PVC
*ABOVE DETAIL PROVIDED AS SCHEMATIC SCREW TOP P.V.C. WELL CAP ONLY
EACH OBSERVATION WELL/CLEANOUT SHALL INCLUDE THE FOLLOWING:
1. FOR AN UNDERGROUND FLUSH MOUNTED OBSERVATION WELL/CLEANOUT, PROVIDE A TUBE MADE OF
NON -CORROSIVE MATERIAL, SCHEDULE 40 OR EQUAL, AT LEAST THREE FEET LONG WITH AN INSIDE
DIAMETER OF AT LEAST 6 INCHES.
2. THE TUBE SHALL HAVE A FACTORY ATTACHED CAST IRON OR HIGH IMPACT PLASTIC COLLAR WITH RIBS TO
PREVENT ROTATION WHEN REMOVING SCREW TOP LID. THE SCREW TOP LID SHALL BE CAST IRON OR HIGH
IMPACT PLASTIC THAT WILL WITHSTAND ULTRAVIOLET RAYS.
CLEANOUT DETAIL
N.T.S.
.'V1CAllAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIO6_)
!t-L°
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
ALL-19000
ALL19000-SW
JAA
JME/LK
N.T.S.
06. 18. 2019
STORMWATER CONTROL
MEASURE DETAILS
C9001
FINAL DRAWING - RELEASED FOR CONSTRUCTION

v
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Z O
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a O
0 =
m r
611
z" 0 GRADE 8 STAINLESS
STEEL CONCRETE LAG
SCREW
12" X 4" X Z"
GALVANIZED STEEL
STRAP (4 PER RISER
JOINT)
RISER JOINT CONNECTION DETAIL
N.T.S.
W1 FT.)
1-0"
H2
CSlRCP
TTI
H1
8" O.C. (TYP.)
REFER TO CHART
FOR BAR SIZE
ELEVATION
W2 (FT.) _j
PLAN
NOTES:
1. CONCRETE ANTI -FLOTATION BLOCK TO BE PROVIDED WITH MINIMUM TEMPERATURE AND SHRINKAGE STEEL
REINFORCEMENT.
2. TRASH RACKS NOT SHOWN FOR CLARITY.
3. THE NUMBER OF GUIDES FOR THE VALVE STEM SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR.
THE VALVE STEM MUST BE OPERABLE FROM THE TOP OF THE RISER VIA THE HANDWHEEL WITH AN
INSIGNIFICANT AMOUNT OF PLAY IN THE VALVE STEM.
4. CONTRACTOR SHALL PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN 5-FT FROM THE RISER.
z
oCl)
H
F Q
NOTES:
4�s
D
6"
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
H = U
LL J a H Z
838.39, 838.51, 838.57, 838.63 AND 838.69.
0 0(A =
CC z
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
W < LL =
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
<
Q U = O 0
" USE 4000 PSI CONCRETE.
F-t
F- _ ~ Z W
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
O
O O
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMINGCn
0 (
TO ASTM A186 WITH 2" MIN. CLEARANCE.
H
(
H2
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
N 13-
OSHA STANDARD 1926.704.
W C3
H1 (
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
C]
CONTRACTOR
-
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
1_ - - - -
1 O
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
m
6„
8" 0.C.(TYP.)
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
REFER TO CHART
FOR BAR SIZE
W
AOT8;
J Y
SIDE
ITS.THEICONTRACTORZWILLAHAVEETHE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
O J
LL
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
Wi
W2
1.0
#5 @ 8"
1.25/2.00
2.0013.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.60/2.50
3.60/3.76
6.5016.75
2.0
#5 @ 8"
1.50/2.60
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00111.50
3.0
#5 @ 8"
3.0013.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50111.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.0015.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.2519.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.2519.25
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
OUTLET ENDWALL DETAILS
N.T.S.
1.50,
6" 0 PERFORATED SCHEDULE 40 OR SDR 35 SMOOTH WALL
PVC UNDERDRAIN PIPE @ 0.50% SLOPE (MIN.) (PER
AASHTO M252) FROM SAND FILTER (TYP.)
9.00, 6.00'
d
d
6"0 PERFORATED SCHEDULE 40 OR
SDR 35 SMOOTH WALL PVC / \
UNDERDRAIN PIPE (PER AASHTO d
M252) FROM SAND FILTER °
36" 0 C-RING 4.50'
RCP '
1 /
\ 6.50'
0.50'
° d
d °
°
° °d d
d °d
18" d a a ° 1.50'
4 4 - - d d
a °.
d.
d. d
- CONTRACTOR SHALL FORM INVERT
CONCRETE OF RISER STRUCTURE TO DRAIN
ANTI -FLOTATION POSITIVELY TO INVERT OF OUTLET
BLOCK BARREL USING NON -SHRINK GROUT
O 3 rn
H g
3 W w
er O_
H
o W °-
0 LIJ ~ cm
Q cc n
0 Cr
= =
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N
= Cl)T
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Z
W
d Cr
0
LL
1 OF 1
.80
9.00,
1.50' d
6.00'
°
d °
6"0 PERFORATED SCHEDULE 40 OR SDR 35 SMOOTH WALL
PVC UNDERDRAIN PIPE @ 0.50% SLOPE (MIN.) (PER
AASHTO M252) FROM SAND FILTER (TYP.)
° d
° d d
°
d
d ° 36 -RING
RCP
FLOW -►
� d
°
.d
d
°a
d .
°
d
CONCRETE COLLAR
(TO BE CONSTRUCTED IN
THE FIELD BY THE CONTRACTOR,
SEE DETAIL)
PRECASTER SHALL PROVIDE A
BLOCK OUT FOR THE 36" 0
O-RING RCP
CONTRACTOR SHALL PROVIDE STEPS IN
ACCORDANCE WITH NCDOT STD. 840.66.
STEPS SHALL BE PLACED AT 16" O.C.
AND SHALL LINE UP WITH ACCESS
HATCH.
CONTRACTOR SHALL PROVIDE STEPS IN
ACCORDANCE WITH NCDOT STD. 840.66.
STEPS SHALL BE PLACED AT 16" O.C.
AND SHALL LINE UP WITH ACCESS HATCH.
CONCRETE COLLAR
(TO BE CONSTRUCTED IN THE FIELD
BY THE CONTRACTOR, SEE DETAIL)
TOP OF RISER EL. = 604.50
PRECASTER SHALL PROVIDE A
BLOCK OUT FOR THE
° 36" 0 O-RING RCP
-�-------
o
6" 0 PERFORATED SCHEDULE 40 OR 36"�11 O-RING
SDR 35 SMOOTH WALL PVC d ° RCP
UNDERDRAIN PIPE (PER AASHTO ° d FLOW -�
M252) FROM SAND FILTER
d
d d .
INVERT EL. = 600.00 °
O
d. ° d
d
d d .
° 4 d. - d d d
° d
°
44 d ° °\_1" THICK JOINT FILLER MATERIAL
CONCRETE ANTI -FLOTATION BLOCK
PERMANENT OUTLET STRUCTURE DETAILS
N.T.S.
0 "oNOTES:
INSTALL ALL STEPS PROTRUDING 4"
FROM INSIDE FACE OF STRUCTURE WALL.
0 CO
C
STEPS DIFFERING IN DIMENSIONS,
CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
Q Q
r-i Z
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE
USE OF SUCH STEPS.
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PLAN
SIDE
ELEVATION
PLAN
SIDE
ELEVATION
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CAST IRON
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ELEVATION
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#6 BAR OR
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ELEVATION
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=
COMPOSITE
PLAN
ELEVATION
w OQG
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REINFORCING STEEL
ELEVATION
NOTE:
#3 DEFORMED
12"
DO NOT USE IN
STEEL ROD
SECTION A -A
ELEVATION
SANITARY SEWER MANHOLES.
SHEET 1 OF 1
SHEET 1 OF 1
840.66
840.66
NOTES:
1. ALL REBAR TO BE #4 REBAR.
2. ALL REBAR TO BE GALVANIZED AND BE PROVIDED
WITH AN EPDXY COATING.
MAINTENANCE ACCESS STEF
NCDOT STD. E
NOTES:
MAINTENANCE ACCESS STEPS
N.T.S.
IRICATED HINGES FOR THE ACCESS
rCH
u, SHED LINETYPE DENOTES THE
ACCESS HATCH TO BE PROVIDED BY THE TRASH
RACK FABRICATOR (SEE OUTLET STRUCTURE
MATERIAL SPECIFICATIONS - SEE SHEET C-8.A1)
RISER TRASH RACK DETAIL
1. ALL REBAR TO BE #4 REBAR.
2. WRAP OUTSIDE OF PIPE WITH VOLCLAY WATERSTOP-RX® 101 (OR PRE -APPROVED EQUIVALENT) AT THE
FACE OF THE PRECAST STRUCTURE WALL. PROVIDE 6" OVER LAP ON THE BOTTOM OF THE PIPE.
I 6.0' I
3"
CLEARANCE
TO OUTSIDE
OF #4 REBAR)
4.3'
1.0'
ANCHOR
DEPTH
CONCRETE
ANTI -FLOTATION
BLOCK
3" CLEARANCE TO
OUTSIDE OF #4
REBAR)
d d
a
a
4
d � \
J I 36" O-RING
RCP
N.T.S.
3" ANCHOR DEPTH
.f
3" CLEARANCE
TO OUTSIDE OF
#4 REBAR)
WRAP OUTSIDE OF
PIPE WITH FLEXIBLE
WATERSTOP SEAL
PRECAST STRUCTURE
(SEENOTE 2)
WALL
#4 REBAR ANCHORS. -
CONTRACTOR SHALL DRILL
INTO PRECAST STRUCTURE
WALL AND SET ANCHORS
USING EPDXY GROUT
4.6'
WRAP OUTSIDE OF PIPE
a
°
a
d d
a 5.2" d
d
4
a.
(CENTER TO CENTER)
a
° a4
4.6' _
r' (CENTER TO
CENTER)
FRONT VIEW
WITH FLEXIBLE
WATERSTOP SEAL (SEE
NOTE 2)
CONCRETE COLLAR DETAIL
5'
1' (TYP.)
0.5'
4
ua
d lj a
d d
a
3" CLEARANCE TO
OUTSIDE OF #4
REBAR) _
SIDE VIEW
1 REBAR TRASH RACK (ABOVE)
ANCHOR TRASH RACK TO MANHOLE WALL WITH
FOUR EQUALLY SPACED HOT -DIPPED GALVANIZED
STEEL CLAMPS. EACH CLAMP ATTACHED TO
MANHOLE RISER BY 24'x1/4" CONCRETE ANCHOR
BOLTS EACH CLAMP TO BE COATED W/ AN EPDXY
COATING.
V DEPTH
3000 PSI CONCRETE COLLAR
(MIN. 28 DAY STRENGTH)
v 3" CLEARANCE TO
OUTSIDE OF #4
- - - - REBAR)
36" O-RING RCP
5.5" CENTER TO
CENTER
12" ANCHOR DEPTH
#4 REBAR ANCHORS.
CONTRACTOR SHALL DRILL INTO
PRECAST BASE AND SET
ANCHORS USING EPDXY GROUT
CONCRETE ANTI -FLOTATION BLOCK
FINAL DRAWING - RELEASED FOR CONSTRUCTION
-,ADAM_S
M,
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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'•a SEAL
REVISI
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
PLAN INFORMATION
PROJECT NO.
ALL-19000
FILENAME
ALL19000-SW
CHECKED BY
JAA
DRAWN BY
JME/LK
SCALE
N.T.S.
DATE
06. 18. 2019
SHEET
STORMWATER CONTROL
MEASURE DETAILS
C9002

NOTES:
NOTES:
1. ALL TIE BARS (U-BARS) ARE #3 (AS LABELED) REBAR (GRADE 60) SPACED AT 10 FT. CENTER TO CENTER ALONG THE LENGTH OF THE
CRADLE.
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. THE FILTER BLANKET
WILL CONSIST OF A MINIMUM 4" THICK LAYER OF STONE (NCDOT#57) UNDERLAIN WITH MIRAFI FILTER
2. MAINTAIN A MIN. COVER OF 3" OF CONCRETE (TO THE OUTSIDE OF THE REBAR) FOR ALL REINFORCEMENT.
WEAVE 700 OR APPROVED EQUIVALENT
3. TRENCH TO BE BACKFILLED IN 4" LIFTS WHEN COMPACTION IS BY HAND. BACKFILL IS IN 6" LIFTS WHEN CONDUCTED BY MACHINE.
MINIMUM OF 2 FEET COVER MUST BE PRESENT ON 36"0 RCP BEFORE DRIVING OVER WITH HEAVY EQUIPMENT.
4. REINFORCED CONCRETE CRADLE MAY BE REPLACED PER RECOMMENDATION FROM THE ON -SITE GEOTECHNICAL ENGINEER. ANY
NCDOT CLASS "I" RIPRAP
DEVIATION FROM THIS DETAIL SHALL BE SUBMITTED TO AND REVIEWED BY THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION.
241 x 9'W x 22" THICK 36"0 0-RING RCP
5. TESTING SHALL BE PERFORMED BY THE ON -SITE GEOTECHNICAL ENGINEER. A SLUMP TEST SHALL BE PERFORMED PRIOR TO
PLACEMENT OF THE CRADLE. COMPRESSIVE STRENGTH TESTS SHALL BE PERFORMED TO ENSURE COMPLIANCE WITH SPECIFICATIONS
ENDWALL PER
LISTED TO THE RIGHT.
NCDOT STD. 838.80
ENDWALL PER
BARREL PIPE CRADLE MATERIAL SPECIFICATIONS
BARREL PIPE CONCRETE CRADLE CONSTRUCTION SEQUENCE
NCDOT STD. 838.80
\
CONCRETE
1. IF OPTION 9.1 IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE SHOWN ON SHEET C9.00, THEN BRING
• COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS (SEE NOTE #5)
GRADE OF DAM EMBANKMENT TO SPRINGLINE OF PIPE ELEVATION. IF OPTION 9.2 IS CHOSEN FROM NOTE 9 OF THE
• SHALL BE PLACED ON A 2- TO 2.5-INCH SLUMP (SEE NOTE #5)
CONSTRUCTION SEQUENCE, THEN CONSTRUCT FORMWORK FOR CONCRETE CRADLE ON EXISTING GRADE.
36"0 0-RING RCP
• APPROVED MIX DESIGN
• 4-6% AIR ENTRAINED
2. IF OPTION 9.1 IS CHOSEN FROM NOTE 9 OF THE CONSTRUCTION SEQUENCE SHOWN ON SHEET C9.00, THEN EXCAVATE
A
____________
O��
O
• MAXIMUM MIX TO POUR TIME OF 90 MINUTES
TRENCH FOR CRADLE AND BARREL PER DIMENSIONS ON DRAWINGS. IF OPTION 9.2 IS CHOSEN FROM NOTE 9 OF THE
A
• FOUR CYLINDERS SHALL BE PREPARED FOR TESTING FOR EACH LIFT. ONE
CONSTRUCTION SEQUENCE, PROCEED TO STEP 3 BELOW.
-
9' _____________
SHALL BE TESTED AT SEVEN DAYS, TWO AT 28 DAYS, AND THE FOURTH
O�
SHALL BE HELD FOR 54 DAYS.
3. PLACE REINFORCING STEEL AND JOINT FILLER MATERIAL PER DRAWINGS. ALL REINFORCING STEEL SHALL HAVE A
______________
• A MINIMUM OF 3" OF CONCRETE COVER ON ALL STEEL IS REQUIRED
MINIMUM OF 3" OF CONCRETE COVER (INCLUDING TIES).
-
(INCLUDING TIES).
�tD�
DD
���
--------------
_
• CONCRETE TO BE VIBRATED VERTICALLY. WET CONCRETE SHALL NOT BE
4. PLACE BARREL PIPE ON CONCRETE BLOCKS TO GRADE. CONTRACTOR SHALL WRAP JOINTS WITH 2-FT WIDE STRIPS OF
o�-Job o
_�
22" LAYER OF
MOVED HORIZONTALLY WITH THE VIBRATOR.
FABRIC AT THIS STEP.
C O
-
��
CLASS "B" RIPRAP
�
_-
I,
4 FILTER BLANKET
STEEL
5. POUR CONCRETE FOR CRADLE FOR EACH SECTION FROM ONE SIDE OF THE TRENCH. ALLOW CONCRETE TO FILL ENTIRE
f
I I-
I
• ALL STEEL TO BE GRADE 60.
AREA UNDER PIPE AND PIPE HAUNCHES AS TO LEAVE NO VOIDS UNDER THE PIPE BEFORE POURING ON THE OPPOSITE SIDE
-I
• ALL STEEL SHALL BE FREE OF RUST OR OTHER DEBRIS THAT MIGHT PREVENT
OF THE TRENCH. POUR ENTIRE CRADLE AS ONE LIFT (VERTICALLY) PER DRAWINGS.
BONDING TO THE CONCRETE.
FILTER BLANKET
• ALL STEEL SHALL BE BENT WITH A MINIMUM RADIUS OF 3DB (1.13" FOR #3)
6. CONCRETE SHALL BE FINISHED "ROUGH" SO AS TO ACHIEVE A MORE ADEQUATE BOND BETWEEN THE CONCRETE IN THE
(SEE NOTE)
AS SHOWN ON THE DRAWINGS.
CRADLE AND THE FIRST LIFT OF STRUCTURAL FILL.
• THE #6 BARS IN THE CONCRETE CRADLE SHALL BE SPLICED WITH A MINIMUM
Old 24'
OVERLAP OF 32". THE SPLICES SHALL BE SPACED SUCH THAT NO TWO SPLICES
7. ALLOW CRADLE TO CURE FOR A MINIMUM OF 7 DAYS BEFORE ANY VIBRATING COMPACTION EQUIPMENT IS USED IN
OCCUR WITHIN THE SAME LENGTH OF PIPE.
THE VICINITY OF THE BARREL PIPE.
PLAN
SECTION A -A
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
80.0" M I N
OUTLET BARREL VELOCITY DISSIPATOR �--
N.T.S.
LU
18" (TyP,) #6 REBAR (GRADE 60) V fYi
36"0 0-RING RCP I v � �
a zwN
° d #3 REBAR TIES (U-BARS) SPACED AT 10 00
13.00" ` f a FT. ON CENTER z N
d
Z
> �o
9'-8" J
22.00" a / a M O
NOTES: 3'-8' O.D. / W 0
LU 0
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND Q Q a d
SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST OF A ° d. ° ° - _ Q U
MINIMUM 4" THICK LAYER OF STONE (NCDOT #57) UNDERLAIN WITH a d °. 0 18" C/C N z =
MIRAFI FILTER WEAVE 700 OR ENGINEER APPROVED EQUIVALENT
2.
HAVILAND DRAINAGE PRODUCTS 4" ALUMINUM ANIMAL GUARD (2) 4" PERFORATED, CORRUGATED 1 a d d (TYP.) 1 O
ITEM NUMBER 40160420 (OR ENGINEER APPROVED EQUIVALENT) TO HDPE PIPE (DOUBLE -WALL SMOOTH
BE INSTALLED AT OUTLET OF 4" HDPE PIPES. BORE HDPE TYPE "S" OR ENGINEER p
I 1 ° d ° d © a 1
APPROVED EQUIVALENT) 36"0 RCP U
4 Z
(MIN.) ° a ° d d © ° (MIN.)
LLI
a
12" MIN. V a
3" FROM BOTTOM OF CRADLE TO LU fY
�) a' Q 4 d CENTER OF #6 REBAR C(
4'-0" O
5.94" /�
✓L /Q y o �� O o V 1
U
c 0 O o O O O O C/C (TYP.) 3" COVER (MIN.) w
OUTSIDE OF #3 TIEIE
BAR (TYP.) ryo
ENDWALL PER NCDOT STD. 838.80 re
NOTE: 4" WEEPHOLES TO BE PROVIDED WITH VARMIT NO. 67 WASHED STONE L1J
GUARD ON DOWNSTREAM SIDE AND GALVANIZED ENCASED IN NON -WOVEN
HARDWARE CLOTH ON UPSTREAM SIDE (Y4" MAXIMUM FILTER FABRIC (MIRAFI 180N 36" CONCRETE CRADLE DETAIL />
OPENINGS) OR EQUIVALENT) N.T.S. �-
v )
PROPOSED GRADE
6" MIN.
liiil I iii li i i_ 1'MINiI')c�
------------------T---
36" 0 RCP
FLOW -►
d' a
d
a.
d d .4
Q a .
d d .. a..
d.
d d
a.
V MIN.
NO. 67 WASHED STONE ENCASED IN -
NON -WOVEN FILTER FABRIC (MIRAFI
180N OR EQUIVALENT)
ENDWALL PER
NCDOT STD. 838.80
(2) 4" PERFORATED, CORRUGATED HDPE PIPE
(DOUBLE -WALL SMOOTH BORE HDPE TYPE "S" OR
ENGINEER APPROVED EQUIVALENT)
SPILLWAY FILTER DETAIL
N.T.S.
IVU. v/ VvM1r7CU JIUIVC CIVI.HJCU 1N
NON -WOVEN FILTER FABRIC (MIRAFI
180N OR EQUIVALENT)
ENDWALL PER
NCDOT STD.
838.80
. . -... _..... __, __....UGATED HDPE
PIPE (DOUBLE -WALL SMOOTH BORE
HDPE TYPE "S" OR ENGINEER APPROVED
EQUIVALENT)
NOTES:
1. CONTRACTOR SHALL PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN
5-FT FROM THE RISER.
1" THICK JOINT
FILLER MATERIAL
n
d 4
d d 4
d
4
a .
4 �
as ;
d d d
36" 0 0-RING RCP
FLOW -�
CONCRETE
ANTI -FLOTATION
BLOCK
d �
d d
"4
a
d
1" THICK JOINT
FILLER MATERIAL
CONCRETE At __.....�,.
BLOCK
RISER BARREL/CRADLE CONNECTION DETAIL
SIDE VIEW
FINAL DRAWING - RELEASED FOR CONSTRUCTION
CARO
OFESS%O•
SEAL ��•'
33782
REVISIO
NO. DATE
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11.07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11. 15. 2019
PERMIT COMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
ALL-19000
ALL19000-SW
IAA
JME/LK
N.T.S.
06. 18. 2019
STORMWATER CONTROL
MEASURE DETAILS
C960
3

TREE PLANTING SUMMARY
TREE SAVE AREA
SITE AREA = 14.74 AC
TREE SAVE AREA REQUIRED = 14.74 X 15%= 2.21 AC
TOTAL TREE SAVE AREA PROVIDED = 0.00 AC*
* PER THE REZONING, TREE SAVE IS NOT APPLICABLE PER
THE PROTECTED 8" TREE WITHIN SETBACK AT PUBLIC
RIGHT OF WAY.
STREET PLANTING REQUIREMENTS:
STREET TREES WILL BE PLANTED AS FOLLOWS:
1 LARGE MATURING
TREE EVERY 40 OF ROAD FRONTAGE.
SILVER CRESCENT DR FRONTAGE = 731'
TREES REQUIRED = 731/40 X 2 = 37
TREES PROVIDED = 37
BISHOPS PARK DR FRONTAGE = 486'
TREES REQUIRED = INTERNAL PLANTING REQUIREMENT: TREES PROVIDED = 246/40 X 2 = 24
�FST TOTAL IMPERVIOUS AREAS = 365,384 SQ FT BONNER BRIDGE CT = 535'
4� GII/O INTERNAL TREE REQUIRED= (1/10,000 SF IMPERVIOUS) TREES REQUIRED = 535/40 =13
0 oso = 304,208/10,000=31 TREES PROVIDED = 13
PROVIDED= 37 TREES \ \
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
EXISTING
/ SILVER CRESCENT DRIVE
(61' PUBLIC R/W)
(MB 48/980)
/ (EXCEPTION #31)
FENCE INSTALLED AFTER
Know what's below.
Call before you dig.
SITE LEGEND
NOTE: EACH PARKING SPACE IS WITHIN REQUIRED \ ♦ 24" CURB & R / // INITIAL FIELDWORK v SIGNAGE
DISTANCE OF TREE AND PLANTING AREA AS SPECIFIED GUTTER /�
IN SEC.21-96— TREE PLANTING REQUIREMENTS. / r / ®b 0 * LIGHT POLE
1 it ur
NC GRoINAo83, PROVIDED: 33 LARGE MATURING (3" CALIPER MIN.) / PERIMETER
PARKING
#2005-153)
SETBACK POWER POLE
OBAN PASSAGE DRIVE\.
20 UNDERSTORY (3" CALIPER MIN.) / (PER AND REZONING
TRAFFIC DIRECTIONAL ARROW
W NE
\s, `O � // / // � \ �O� \
TOTAL NEW TREES PROVIDED 165 (60' PUBLIC R/W) ` \ ` 1 H %l l i O/�� \J�/ /SS/ ACC ACCESSIBLE PARKING STALL
TOTAL NEW SHRUBS PROVIDED 264 (MB 48/13) 1 / G �� /
(MB 48/980) �` �� ► �� / �� Qog�� �R� / VAN VAN ACCESSIBLE PARKING STALL
(EXCEPTION #31) \ �� 1 ' ��5/ °�S1 / xx) PARKING SPACE COUNT
S W SE SD
\� s SD _� V / f / /,' / 7 ACCESSIBLE RAMPS
D
PROPERTY BOUNDARY l �' / // TYPE Q TYPE © TYPE QC
SHEET KEY ��� �� /
WALL � / / �/ / / ACCESSIBLE ROUTE
INITS
SC / AD ACCESSIBLE UNIT
—NOW OR FORMERLY (D�
SHLP GRAMERCY SQUARE AT / - I rP .\ G / — -
/ �� \ �- / 1 PROPERTY LINE
AYRSLEY LLC C/O FELLERS,
SCHEWE, SCOTT, & ROBERTS, INC / \ _ _ � I I POWER POLE - - - RIGHT-OF-WAY LINE
i / / ° r '� ../ (TYP.)
� LOT LINE
o by
EASEMENT LINE
o CENTERLINE
- J
WETLAND )CR A
� 0 /� / / D'&LINEATED BY MCADAMS / / \ o C��� . d
O \ b I
ENGINEERING — — — _ ice` I II I d CONCRETE SIDEWALK
/ JOB O�ALL-19000 / �� / d
/ / \ \ ✓ /// / / DATED: 5)43/2Q]9 / // -- +� �/ `l / ® ZP I � I '
8 1 III
\ FENCE
`� *� Cj/� °/ _ NATURAL AREA
dl �� / •i `""' PROPERTY BOUNDARY
dl dy O/ J-
30" CURB &
l Ste_--` S�Jj /�i--X GUTTER (TYP.) URBAN OPEN SPACE
1 / / NATURAL ARE 2 AC 1' ! I
II
WINDSHIRE LANE \ \ \ �` — I—� - I I o II 40' RADIUS
/ \ \\ \ \ STORMWATF�I IAGJMEN/f 1 �o / d x'r °""
PRIVATE DRIVE / — /
\ \ , FACILITY A — -wa I ACC / j + O INTERNAL TREE
\ EXISTING / I I (SEE "C9" SHEETS) �1 / i "° LEASING/ I o II •
ENTRANCE BONNER BRIDGE COURT _ I I i o CLUBHOUSE /+
'� 60' PUBLIC R W / / ' i',J I / x �I I III
\ WALK ( MB48 13/ ) / //, ► I 0 \,. SILVER CRESCENT DR I ; ,� ISLAND AREA
--i \ EDGE OF WOODS 314 SF
SS / �'' / r71' PUBLIC R/W)� I II
/ �' _
(EXCEPTION #23) XXX X—XXX
— - L oI _ LEASING/ +
TRANSFORMER / � / i �V/ I I O I V F N CLUBHOUSE
CATV / �� /yQl da
\ / \ 30" CURB &
�� \ • \ L
IGHT POLE-�I r*j 1 III GUTTER (TYP.) a
TYP. I I i OID DEC i rn I % e .
\ 1 }J rQ ( POWER POLE
\ \ �GJF�� j /� — 1 _ \. �_ _ P E (TYP.) I •
— • __ /- rf I e I II
� I EE POOL I
/ WALK / / \ / / / ' \ / .�.I BUILDING IF I
1 I I 1 ECK INSET
WALL 24" CURB & \ 1 /� % ��� /- 5 O I I I \:_ - --
{ ACC
GUTTER s� \ V �:/•�.: �� I- u1.-.I o + o \
\ s
i / BUILDING I VAN
TOP OF BANK \� \ • -- I II�r I I I I I
\ / AR G h'll O 8 — I \
O I — ACC • I n 30
I O
i l\ DOG PARK I i _ �° — — 1 — — �— = - — L_�77 - + ° _=1 L, Po d
i/ ° °°oevo ° •o, �=� ^voo ° o—�ao•••oo hoc° o °° I
° o ° ° 0' ° °O ° °' ° °' ° ° oO ° o 00 oo oO O �' O
o I 1 ilk
\ \ °oo° • �..� 000n..� °°000000 o°o o° °oo a°8- oo -000- 00 0° 00
° o °
0 \ BISHOPS PARK°°DRIVE °°° °o°°° o° ° ° °°°°°oo o T I I I - i' I I I N° °Oo°oo° ° � r 1 �
S s� �°oo° ° °�� ° / °°°°°°°° ,°° °°°° ,°°(�°2' P U B LI°ba°R/W) °°°°°°o° °°°\ °, ,°° °°
Z \ /•� ` ° 0000.O ° - 0 0 0 0 0 �_ o o _ 0 0 00 -�k.� \ I II/1 _ 1 I o_ I I I / od d
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° °° — °oo, °°° _ o_ _ — °°°° _ °o°° °°°o =°°°— — - — ——°o_°°o°° I I I I I o I I BUILDING
N \ `' 000 / • _ _— _ __ _ — — _ _ O I I A I .� d
�S SS SS
• ,� 1`flll
I BUILDING I BUILDING 1
I
I \ VAN I \
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Il o I i' N � � � POOL DECK INSET
BUILDING o I r] I +
X �0
N — I I I - D Drn--;:
A^C ACC ACC VAN VAN ACC ACC ACC • O I I ' m II +
1 I �
I LIB I �D� I1+
OVERHEAD LINES
N BONNER BRIDGE CT. , I / �' I I m o I
I (71 PUBLIC R/W) 1 cjc)�l
c c c _ n- O i I ' /\ '� i I EDGE OF WOODS
EXISTING I I I _Ln
— v— II o
PIONEER AVE (S.R. 1318) C o
i I - O
(60 PUBLIC R/W) y \I �� — — � --.- � �� \ \� 1
(MB 43/329) �` II I I — — — 1 f
EXCEPTION #16 SYCAMORE GARDENS LN /
EDGE OF WOODS i = ! * + • AR G '\/ I PRIVATE STREET
OVERHEAD LINES I _ _,` _�_
20' PERK POWER POLE WITH
POWER POLE WITH I
_ _ o GUY WIRE (TYP.)
GUY WIRE (TYP.) - - I \ — (PER MUDD AND REZONING PETITION #2005-153) — I L� — - r it — � �� / o/
OVERHEAD LINES — — -m— / , `v —� � SS SS - ss �� � ss ss ss _ _ — — — — — i - — —� SIGN _ _ _ EDGE OF WOODS
in in
L EDGE OF PAVEMENT N o EXISTING POWER POLE saps CONC. WALK0o-
/ I PRIVATE DRIVE (TYP.)-------
y / wy—__----- 30" CURB &GUTTER (TYP.) \ --____
w � w w _ w -w — ----- ------ ---- — ---
--- w w w--W — w— —w—= w w — w w _N w _—w-- NC GRID(NAD83)
6/
r ` / OVERHEAD LINES - — — — — — — — — _ _ — — _ GRAPHIC SCALE
l I OVERHEAD LINES — — — — — -
0 25 50 100
/ I 30" CURB & ( \
EXISTING \
- / GUTTER (TYP.) _ — — 1 inch = 50 ft.
\ I / I END CONC. WALK \----_ --�
\ \ CONTINENTAL B LV — — FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO. DATE
1 08. 22. 2019 PER CITY COMMENTS
2 09. 30. 2019 PER 2ND SUBMITTAL CITY COMMENTS
3 11. 07. 2019 PER 3RD SUBMITTAL CITY COMMENTS
4 11.15.2019 PERMITCOMMENTS
5 01. 10. 2020 PERMIT COMMENTS
6 01. 16. 2020 INTERACTIVE COMMENTS
7 01. 21. 2020 INTERACTIVE COMMENTS
8 01. 31. 2020 CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-LS1
CHECKED BY DLL
DRAWN BY ASB
SCALE 1" = 50'
DATE 06. 18. 2019
SHEET
OVERALL CODE
LANDSCAPE PLAN
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NOTES: v� CHARLOTTE URBAN FORESTRY - TREE PLANTING AND
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. C� PRESERVATION REQUIREMENTS
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
PLANT MATERIAL
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON 1. MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER AND 8' TALL FOR
REQUEST OF ARBORIST. SPECIFIED BALL DIAMETER SINGLE -STEM TREES. ALL MULTI -STEM PLANTS MUST BE TREE FORM,
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A SPECIFIED BALL DIAMETER MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 10' TALL. WHERE 3" SINGLE -STEM
LEGAL MANNER. CALIPER TREES ARE SPECIFIED/REQUIRED THE MINIMUM HEIGHT SHALL BE
5. RESEED UNMULCHED, DISTURBED AREAS. 10' TALL, IF MULTI -STEM TREES ARE SPECIFIED THEN THEY SHALL BE A
TOP OF BALL NATURAL SOIL LINE EFFECTIVE BALL DIAMETER MINIMUM OF 12' TALL.
6" SLIP KNOT WITH STOP KNOT.
3/4" NYLON STRAP AS DUG TOP OF BALL
AS DUG 2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL
6" LARGER THAN TREE DIAMETER 2" MAXIMUM OF SOIL 14 LEADERS INTACT TO THE TOP OF THE CROWN UNLESS MULTI -STEM TREES
ROOT CROWN TO - COVERING ACCEPTABLE ARE SPECIFIED. ALL REQUIRED TREES SHALL BE TYPICAL OF THEIR SPECIES
BE AT FINISH GRADE KEEP MULCH AWAY FROM TRUNK 1" TO 2" NATURAL SOIL LINE f UNACCEPTABLE SOIL AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE WELL -DEVELOPED
_ COVERING BRANCHES, BE VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS. TREES WITH
4" HIGH / 6" WIDE MAXIMUM BERM OUTSIDE OF ROOTHALL 4" MAXIMUM LAYER OF MULCH CO -DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES THAT HAVE
BEEN SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING
3 - 1%2"x18" WOOD STAKES ROOT CROWN STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF
NTH CENTERED 3/8" HOLE ABRASIONS, DAMAGE, DISEASE, PESTS AND CRACKS. ALL PRUNING CUTS
DRIVEN IN LINE WTH STRAP
EQUALLY SPACED AROUND TREE FINISH GRADE GREATER THAN 1/ INCH DIAMETER SHALL HAVE CALLUS TISSUE FORMED
ROOT CROWN PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE
THAN ONE-HALF THE DIAMETER OF THE CENTRAL LEADER AT THE HEIGHT
WHERE THE CUT WAS MADE. ROOT FLARES SHALL BE LOCATED AT GRADE.
REMOVE TYPICAL EXCESS SOIL BACKRLL AS SPECIFIED TREES WITH MORE THAN 2" OF SOIL COVERING THE ROOT BALL/FLARE
FROM ROOT CROWN ACCEPTABLE CONDITION UNACCEPTABLE CONDITION FROM WILL NOT BE ACCEPTED (CLDS.40.09).
REMOVE TOP 1/3 BURLAP UNDISNRBED SOIL AND ANY NAILS/PINS, ETC. (AS DELIVERED) (AS DELIVERED) 3. SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL
ROOT BALL DIA. 12" BE IN ACCORDANCE WITH ANSI Z60.1 (LATEST EDITION) AS PUBLISHED BY
BASKET WHEREE PRESENT REMOVE TOP WIREVARIES NOTE: THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION, EXCEPT WHERE
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED SPECIFIED/AUTHORIZED BY URBAN FORESTRY.
RAISE PIT BOTTOM TO SET ROOT CROWN WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE 4. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER UNIFORM IN SIZE AND CONFIGURATION.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT 5. PERIMETER TREES IN URBAN ZONES SHALL BE 3" IN CALIPER AND BE
2" 12-1416' 24' 16" CROWN, THESE TREES WILL BE REJECTED. FREE OF BRANCHES UP TO 6' FROM THE TOP OF THE BALL.
3" 14-1
6' 18' 32" 21" NOT TO SCALE
6. A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES, AND SITES
• CITY OF CHARLOTTE • CITY OF CHARLOTTE ROOT FLARE DEPTHS WITH MORE THAN 20 TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE (3
�! LAND DEVELOPMENT STANDARDS / TREE PLANTING_ LAND DEVELOPMENT STANDARDS OR MORE) SPECIES PURSUANT TO THE TREE ORDINANCE GUIDELINES.
INCLUDES CHARLOTTE ETJ \ � 4O NO � REV, CfIARL01'IE- INCLUDES CHARLOTTE ETJ TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS 40.09 9 7. 75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN
cHnRurrr� FOR SINGLE AND MULTI -STEM TREES
SITUATIONS WITH OVERHEAD POWER LINE CONFLICTS.
PLANTING REQUIREMENTS
SPACING VARIES 8. SEE CLDS 40.01 & 40.09 (ON PLAN) FOR DETAILED TREE PLANTING
SEE LANDSCAPE PLAN
NOTES: REQUIREMENTS.
1. SCARIFY ROOT MASS OF 9. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE
CONTAINERIZED PLANT MATERIAL. TYP. COLLAR f- J S- CLDS 40.01 FOR APPROVED STAKING METHOD/MATERIALS.
MIN. 2•' HT.
Z. INSTALL CONTAINERIZED PLANTS AT
FINSHED GRADE 4" LAYER 1 10. ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE
OF APPROVED CUT AWAY AND REMOVED FROM ROOT BALL WHEN PLANTING.
3. TAMP PLANTING MIX FIRMLY MULCH
AS PIT IS FILLED AROUND 11. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE
EACH PLANT BALL. TYP. COLLAR '�✓1/� AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 18" NEW
4 MIN: NOTES: MIN. 2" HT.
4. OMIT COLLAR AROUND EACH SHRUB I TOPSOIL, OR TILL AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET
WHEN IRRIGATION SYSTEM IS PRESENT. "V" TRENCH AROUND 1. SCARIFY ROOT MASS OF TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM
ENTIRE PLANTING BED CONTAINERIZED PLANT MATERIAL. 4" LAYER OF 3-6" FROM ROOT BALL EDGE, AREA OF 274 SQUARE FEET PER LARGE MATURE TREE AND 200 SQUARE
5. SOAK EACH PLANT BALL AND APPROVED MULCH BACKMLL AS SPECIFIED FEET PER SMALL MATURE TREE .
PIT IMMEDIATELY AFTER EDGE OF TAMP SOIL MIX UNDER 2, INSTALL CONTAINERIZED PLANTS AT )
INSTALLATION. PLANTING BED ACCEPTABLE EACH PLANT BALL TO FINSHED GRADE
PLANT MEDIA MINIMIZE SETTLEMENT 12. TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE
TYPICAL PLANTING BED DETAIL 3. TAMP PLANTING MIX FIRMLY CITY ARBORIST AND/OR NCDOT.
AS PIT IS FILLED AROUND
EACH PLANT BALL. 1111011110111101111iff
13. REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES:
4. OMIT COLLAR AROUND EACH SHRUB http: //charlottenc.gov.ld THEN CLICK TREES.
WHEN IRRIGATION SYSTEM IS PRESENT.
CROWN HEIGHT UTILITY ISSUES
IN INCHES 5. SOAK EACH PLANT BALL AND 14. IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE S
EQUALS MEDIAN WSPACING
YP. PIT IMMEDIATELY AFTER ( )
WIDTH IN FEET STAGGERED INSTALLATION. OR TREE SAVE AREA(S), CALL URBAN FORESTRY SPECIALIST TO RESOLVE
TO 12" MAX. \ FINAL UNDISTURBED SOIL PRIOR TO UTILITY INSTALLATION.
\11GRADE---`---- 15. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD
10' (EX.)
ROOT BALL POWER DISTRIBUTION OR TRANSMISSION LINES.
-------10' (EX.) EXISTING EQUAGE OF
GRADE BETWEEN ALL PLANTS PLANTING
16. IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER
TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN TO RESOLVE BEFORE PLANTING.
17. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES.
PLANT 15' FROM ALL UNDERGROUND UTILITIES.
18. NO LIGHT POLES, UTILITY POLES OR TRANSFORMERS CAN BE INSTALLED IN
TREE ISLANDS.
• CITY OF CHARLOTTE • CITY OF CHARLOTTE 19. COMMERCIAL SCALE LIGHTING (> 15' IN HEIGHT) MUST BE A MINIMUM
LAND DEVELOPMENT STANDARDS SHRUB PLANTING BED LAND DEVELOPMENT STANDARDS INDIVIDUAL DISTANCE OF 30' FROM A TREE. PEDESTRIAN SCALE LIGHTING (S 15' IN
STD. No. REV. SMALL SHRUB/TREE PLANTING STD. No. REV. HEIGHT) MUST BE A MINIMUM DISTANCE OF 15' FROM A TREE. SHOW SITE
CIAPJjO E- INCLUDES CHARLOTTE ETJ 40.05A 9 O"RIAI'1E- INCLUDES CHARLOTTE ETJ 40.05B 9 LIGHTING ON LANDSCAPE PLAN.
SEE APPROVED
PRESERVATION F
REQUIRED RADIU
OF TREE BARRIE
PLAN VIEW OF ROOT ZONE
APPROVED DATE: 1 11
ONE FOC
INCH OF
OR 1/2
FOR PRUNING SEE WHICHEVI
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUB OR UI`
GROWTH SHALL BE CUT FLUSH
ADJACENT GRADE. NO GRUBBIN
ALLOWED UNDER DRIP LINE.
2%4" STANDARDS + 1 %4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
TREE PROTECTION
RK MULCH, PLACE BARK
i AT AREAS NOT
CTED BY BARRIER.
40.02
PANT SCHEDULE
CANOPY TREES CODE CITY COMMON NAME
+ CAH 3 American Hornbeam
GBA 4 Maidenhair Tree +e
+ LSA 12 American Sweet Gum
+ LTT 12 Tulip Tree
• o QFR 24 Southern Red Oak
• QNN 13 Nuttall Oak
• QPW 10 Willow Oak
OCD
QSS 16 Shumard Red Oak
UPA 35 Allee Lacebark Elm
EVERGREEN TREES CODE CITY COMMON NAME
BOTANICAL NAME
Carpinus caroliniona
Ginkgo biloba 'Autumn Gold' TM
Liquidambar styraciflua
Liriodendron tulipifera
Quercus falcato
Quercus nuttalhi
Quercus phellos
Quercus shumardii
Ulmus parvifolia 'Allee`
BOTANICAL NAME
• IOC 5 Carolina #2 American Holly Ilex opoca `Carolina #2`
• PTL 9 Loblolly Pine Pinus toedo
'eiergew ��
UNDERSTORY TREES CODE CITY COMMON NAME BOTANICAL NAME
CFC 13 Cherokee Princess Dogwood Corpus florida `Cherokee Princess`
- MSS 9 Saucer Magnolia
Magnolia x soulangiona
CAL HEIGHT CONT REMARKS
3" min 8-10` B&B
3" min 10` min B&B
3" min 10` min B&B
3" min 10` min B&B
2" min 8' min B&B
3" min 10` min B&B
3" min 10` min B&B
CAL HEIGHT CONT REMARKS
3" min 10` min B&B Tree Form
3" min 10` min B&B
CAL HEIGHT CONT REMARKS
3" min 10` min
911ro9droolorelwo9oma
TREE SAVE AND PRESERVATION
20. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY
PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY.
21. SHOW TREE PROTECTION AND TREE SAVE AREAS ON EROSION CONTROL,
GRADING AND LANDSCAPE PLAN SHEETS.
22. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT
WITH THE MECKLENBURG COUNTY REGISTER OF DEEDS BEFORE URBAN
FORESTRY HOLDS CAN BE RELEASED. A 10' NO BUILD ZONE AROUND TREE
SAVE AREAS MUST REFERENCED ON THE PLAT.
23. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF ANY
TREE SAVE AREA CONTAINS INVASIVE PLANT SPECIES AT TIME OF
PROPOSAL, SUCH INVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO
FINAL CO.
24. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT
BE COUNTED TOWARD THE TREE SAVE REQUIREMENT.
25. ANY ALTERATIONS TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT
MECHANIZED EQUIPMENT.
26. NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE AREAS
UNLESS APPROVED BY URBAN FORESTRY.
27. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE
PERMITTED BY THE CITY ARBORIST [phone].
28. CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP,
MACHINERY OPERATION OR TEMPORARY BUILDING ERECTION THAT MY
IMPACT CHARLOTTE TREE ORDINANCE PROTECTED TREES OR TREE SAVE
AREAS, INCLUDING TREES LOCATED IN STREET RIGHT OF WAY. IMPACTS
MAY INCLUDE BUT ARE NOT LIMITED TO: ENCROACHING WITHIN TREE
DRIP -LINES, EXCAVATION, SOIL COMPACTION, TREE TRIMMING, ERECTING
AND DISMANTLING OF CONSTRUCTION CRANES.
GENERAL
29. SUBMIT REQUIRED CO/HOLD RELEASE FROM AT http: //charlottenc.00v/ld
FOR INSPECTION OF TREE PROTECTION/PLANTING AREAS, A MINIMUM OF 5
DAYS BEFORE CO/HOLD RELEASE DATE.
30. VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL
INFORMATION AND URBAN FORESTRY REQUIREMENTS:
http://charlottenc.gov/ld THEN CLICK TREES.
EVERGREEN SHRUBS
CODE
QTY
COMMON NAME
BOTANICAL NAME
HEIGHT SPACING CONT REMARKS
OAMGA
54
Mardi Gras Abelia
Abelio x `Mardi Gras`
- 24" o.c.
NO TREES PLANTED WITHIN 30' OF
0
GJKH
8
Kleim`s Hardy Gardenia
Gardenia jasminoides `Kleim`s Hardy`
- 24" o.c.
LIGHT POLES.
IGNN
61
Nigro Inkberry
Ilex glabro `Nigro`
- 24" o.c.
SCREENWALL HEIGHTS AROUND
DUMPSTER AND RECYCLING CONTAINERS
SHOWN ON PLAN SHALL BE A MINIMUM
:.
OFSO
67
Sweet Olive
Osmanthus frograns
- 24" o.c.
OF 4 IN HEIGHT
+ p
RAFA
73
Azalea
Rhododendron azalea `Formosa`
- 24" o.c.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MATT MURPHY
ALLIANCE REALTY PARTNERS, LLC.
200 PROVIDENCE ROAD, SUITE 250
CHARLOTTE, NORTH CAROLINA, 28207
PHONE: [phone]
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REVISIONS
NO.
DATE
1
08. 22. 2019
PER CITY COMMENTS
2
09. 30. 2019
PER 2ND SUBMITTAL CITY COMMENTS
3
11. 07. 2019
PER 3RD SUBMITTAL CITY COMMENTS
4
11.15.2019
PERMITCOMMENTS
5
01. 10. 2020
PERMIT COMMENTS
6
01. 16. 2020
INTERACTIVE COMMENTS
7
01. 21. 2020
INTERACTIVE COMMENTS
8
01. 31. 2020
CITY RTAP REVISIONS
PLAN INFORMATION
PROJECT NO. ALL-19000
FILENAME ALL19000-LS1
CHECKED BY DLL
DRAWN BY ASB
SCALE
DATE 06. 18. 2019
SHEET
LANDSCAPE DETAILS
L5e0l
FINAL DRAWING - RELEASED FOR CONSTRUCTION

I-485 I
Z
CURVE TABLE
CURVE
LENCRI
RADIUS
CH BEAR9IC
CH d5].
C3
RO9AY
.v
N32,o'S4•w
8URS6'
C4
1
O 11 W
18 19'
CS
211.88'
4MW
mirwE
210.1
1
C7
14-N
1
95
C8
4 ,
C9
nor
0.0y
NW'4V42'W7.16'
CIO
g1.9Y
N861zlorw
21.11-
C1,
54.81'
469.50'
S'4518'35'E
CR
48.25,
MOW
N65,8'25-E
4121'
C,3
I'
C14
5T,5T
1,
C,5
C16
1 1'16'
CI)
4566'
Slp.bp'
$2652'21'w
4S6]'
Ground Mounted Sign C
Greenway
LINE TABLE
LINE
LENGTH
BEARING
L10
194.10
NO2,8`11'W
L11
87.12
N622729-W
L12
56.75
N33'12'16'E
L13
87.32
NS6V9'09'W
L14
36.00
N40'31'25W
L15
97.44
N48' '56"W
L16
46.23
N5246'27'W
U7
6284
N52-46.27"W
L18
30.00
N47'02'04'E
L19
17.22
S4257'56'E
L20
30.00
N47'02' "
L21
J0.99
N54V4'28'W
L22
1624
N57 4'
L23
128.36
N59. 196'W
L24
185.92
N59'51'16'W
L25
54.51
N2920'31"E
L26
53.43
'15'E
L27
72-C4
S3653'04'W
L28
101.61
$ ' '20'W
U9
43.92
521'23'if'
L30
57.12
S 4' 4Y1"W
L31
128.43
N602Y30'W
L32
378.,0
NJJ 4.02"E
20' Perimeter Setback for Parking
per MUDD Zoning Requirements.
in
\1
I
11
p` 1
1 1
I-485 Retail ixed Use Village
Prior Re-zoni tion - 2000-146
� 1
'1 ,n
�i
It'v
1 ',1
1
1
>✓ 1 1
O N 1 1 1
11 1
•f N
N �a •
Leased Land
,
Previously Approved
Ground Mounted Sign B
u34der construction
GRAPHIC LEGEND
Village Boundry
Areas not included in this Rezoning
1 �V
\
ice / Mixed Use Villal
Prior Re -zoning Petition - 2000-
_-,rb•�s = —�' ,_.. � —®...mot
�
.. �.✓�::inm
:
: hN"
.: ,tom-A1G0. B
w
Prior Rezoning
3
... ,
;':.M ::.:'
'.:::::•:.
:': Petition 2 1-
et 00 132
N to MUDD-O
\
Total Proposed Area for this Rezoning 2005-153
1485 Retail / Mixed Use Village
74.418 acres
Proposed & Existing Zoning: MUDD-O,
As Ammended
Office / Mixed Use
10.534 acres
Proposed & Existing Zoning: MUDD-O,
As Ammended
Residential/ Mixed Use Village
28.9 acres
Proposed Zoning: MUDD-O,
As Ammended
TOTAL: approx. 114 acres
Pioneer Avenue Connectiotx}} B
(See Sh. A-3 for adjustmetts)
— - Pmpoled Ground Mounted Sign E
p• /
m
Existing Overall Site Data for Villages from Prior
Rezoning
1485 Retail / Mixed Use Village (Areas A, B, C, &
D)
74.418 acres
Existing Zoning: CC & I-1
Proposed Zoning: MUDD-O
Office / Mixed Use (Parcel E)
10.534 acres
Existing Zoning: CC
Proposed Zoning: MUDD-O
Residential / Mixed Use Village
48.922 acres
No Change to Zoning (existing MUDD Zone)
[see Petition Number 00-146]
Westinghouse Retail / Mixed Use Village
6.225 acres
No Change to Zoning (existing CC Zone)
[see Petition Number 00-146]
TOTAL: approx. 140.4 acres
\ •Os Provide a 5' sidewalk & 8' lantin strialo P' AI,. S'd alks
.� •o£9gS ,, p g p ng Ioneer e: 1 ew may
meander and planting strip width may vary to save trees 6 m caliper or larger.
\ \ Pioneer Avenue Connection
se Villa
)00-146
Hatched area has been sold
or is under contract for sale
to others and is not included
in this Rezoning Petition.
Area: 19.8 acre
\ \ (See Sh. A-3 for adjustments)
Proposed Ground Mounted Sign D
sL Dz' Sign a Notes:
N Signs 'indicated are ground mounted with a
i maximum area of 150 square feet and a
minimum height as follows:
Area C� I - Ground Mounted Sign A: 30'
Prior Rezoning f - Ground Mounted Sign B : (Permitted)
�N. Petition 2001-13� - Ground Mounted Sign C : 30'
t �^ to MUDD-O ; �' Cambridge Beltway Drive Connection - Ground Mounted Sign D :-30" ,
\z j - Ground Mounted-Siggn E : 30'
- - Hwy 49 South Tryon St. _ _$
a — __ -U.S. — --- -- Notes: %
--- -- - - — - -- Previous Rezoning:
Ayrsley Boulevard Connection
° Rezoning Petition 2000-146 Created Four Villages
- I-485 Retail Mixed Use Village
°2 - Westin House Mixed Use Village
ONORTH - Office Mixed Use Village
- Residential Mixed Use Village
See Technical Data Sheet Notes (Sheet A-2) attached and Rezoning Petition 2001-132 Changed CC Areas and added Area
- Area A was added as MUDD-O to the I.485
submitted herewith as part of the rezoning package. Retail Mixed Use Village
- Area B was added as MUDD-O to the
Residential Mixed Use Village
- Area C was changed from CC to MUDD-O
- Area A, B, & C are shown in outline form on
this sheet for information purposes only.
OA
,
,
Area A
Prior Rezoning
Petition 2001-132
to MUDD-O
,
,
r---------------�
Mounted Sign A
Westinghouse Mixed Use Village
Prior Rezoning Petition 2000-146
Hatched area not a part of this rezoning
Area: 6.2 acres except for Ground
Mounted Sign A
Existing Mixed Use Area
Retail / Mixed Use Village**
347,500 sf Retail
65,000 sf Theatre
910,000 sf Office
425 Hotel Rooms
Office / Mixed Use Village **
450,000 sf Office
180 Units of Housing - part of 1,326 total
Residential / Mixed Use Village **
1,326 Units of Housing
Proposed Area Maximums**
Office: 1,360,000 sf
Retail: 347,500 sf
Theatre: 65,000 sf
Hotels: 425 Rooms
Residential: 1,326 Units of Housing
* 1,326 Units of Housing is Maximum for the entire site
**See Development Standards for specific permitted uses
1-sMit MOM
1520
south boulevard suite
200
charlotte north
carolina 28203
voice
w 704 .
332 1615
fax
• 704 .
332 0117
web•www
. odarch
. com
New Urban Mixed Use
C0111111U11tty
2005 -153 SPA
CHARLOTTE, NORTH CAROLINA
AP C`I I B CO
DA
REZONING SUBMI71TAL
7/22/05
_STAFF REVISIONS
8/26/05
REVISIONS
9/29/65
REVISIONS
10/05/05
_REVISIONS
10/20/05
REVISIONS
10/25/05
REVISIONS
10/31/05
-! M 1
PETITION NUMBER
2005-153
01 REZONING PLAN -
i"
Copyright 2005, Overcash Demmitt Architects
ODA No. 031767 CADD Fde: 1362__A-1,AAy

AYRSLEY
Technical Data Sheet Notes
for Petition #2005-153
Regarding portions of 1-485 Retail Mixed Use Village,
all of the Office Mixed Use Village and
portions of the Residential Mixed Use Village
October 31, 2005 Rev.
OVERVIEW/BACKGROUND
Reference is made to that certain Rezoning Peddon #1000-146 regarding the AyrsleyMixed Used Community
located in the southeast gnadran[ aft-485 and N.C. Highway 49 (S. 71,ymn Street) In Charlotte, North Carolina.
Petition #2000-146 providadfor the creation bffmr (4) interconnected "villages"known in the 1-485 Retail
Mixed Use Pillage, the Wesiaghouse Retail Mixed Use Village, the Ojf:ce Mixed Use Village and the Residential
Mixed Use Village and set forth the permitted uses for and development standards govemingsuch villages.
Reference is also made to Rezoning Petition #1001-132 that providedfm don recluarification ofpordores of the
Ay,rdeypropertyfrom the Commercial Center (CC) District to the Mixed Use Development District- Optional
(MUDD-0) and the add idoer ofcerrain parcels containing 5,733 acre (RowningAm A), 5.318acres (Renewing
Area B) and 4.481 ayes (Rezoangdrea C) respectively as part ofthel-485 Retail Mixed Use Village, all w set
forth on the rmoningplan approved as part of Peddon#2001-132. Petition#2001-132 superseded Petition
#2000-I46 only with respect to the 1-485 Retail Mixed Use Village and the Office Mixed Use Village; Petition
#2000-146 continued to govern the Residential Mixed Use Village and the Westinghouse Retail Mixed Use Village.
It is noted that pardons of the F-485 Retail Mixed Use Village as set forth on Petition #2001-132 andportioru of
the Raidmial Mixed Use Village as set forth an Petition #2000-146 are excluded from the 1-485 Retail Mixed
Use Village and dheRerridenti'alMixed Use Village fen the purposes ofthis, Petition #2005-153. Those pardons of
the 1485 Ranail Mued Use Village and thane portions ofthe Residential Afixed Use Village not included on the
Technical Data Sheetfor this Petition #2005-153 shaft remain governed by Petition #2001. 132 and Petition
#2000-146, respectively.
Pursuant to this Petition #2005-153, Petitioner desires to provide for certain modifications, to the development
standards and site dement aspecis ofthot portion ofthe l-485 Retail Mixed Use Village included within this
Peddon, the Office Mixed Use Village and drat pardon of the Rrsidentia(Mexed Use Village included within this
Petition.
Accordingly, there Technical Data Sheet Notes form a part of the Technical Dam Sheetfor this Petition
#2005-153 in connection with development associated with taw portion ofthe 1-485 Retail Mixed Use Village
includled within this Petition (hereinafter referred to as the "f-485 Raw if Mixad Use Village"), the Office Mixed
Use Village and thatportion of the Raidentid Mixed Use Village included within this Petition (hereinafter
referred to as the "Raidendd Mixed Use Village").
IT IS UNDERSTOOD THAT AS TO THAT PORTION OF THE 1485 RETAIL MIXED USED VILLAGE
INCLUDED IN THIS PETITION, THE OFFICE MIXED USE VILLAGE, AND THE RESIDENTIAL
MIXED USE VIZLAGERVCLUDED IN TWS PETITION, TBIS PETITION AND TRWE TECHNICAL
DATA SHEET NOTES SUPERSEDE ALL PRIOR REZONING PETITTONS, INCLUDING WITHOUT
LIMITATION PETITION #2001-132 AND PETITION #2000-146.
Reference to the Technical Data Street herein shelf include dime Technical Own Sheet Notes. Development of the
portion ofthe property identified an the Technical Data Sheet in the 485 Retail Mixed Use Village, the
Residential Mixed Use Village and the Office Mixed Use Village, and the individual cnmporwrin to be located
thereon will be governed by the conditions ofthe Technical Data Sheet ('including these Technical Data Sheet
Notes) and thane plans and drawings incorporated therein by reference and the applicable provisions of the City
of Charlotte Zoning Ordinance in existence as of the date of approval ofthis Petition (the "Ordinance" .
As stated die Ayrdey project consists of thefidlowingfixur (4) inumvimmunt "villages"- (,) the1485 Retail
Mixed Use Village as described in Seetio, I belaw, (tf) die Win sShmene Retail Mixed Use Village m described in
Section I below, (fit) the Office Mixed Use Village as described in Strom 2 below, and (w) the Residential Mired
Use Village w described in Section 3 below (each a "Village"and collectively the "Commurdry"or the "Site).
PROVIDED, HOWEVER AS STATED ABOVE DEVELOPMENT OF PORTIONS OF THEI485 RETAIL MLYED
USE PROPER TYNOT SHOWN ON THE TECHNICAL DATA SHEET SHALL REMAIN GOVERNED BY
PETITION #2001-132, AND POR77OW OF 7HE RESIDENTIAL MOXED USE PROPER T'YNOTSHOWNON
THE TECHNICAL DATA SHEET AND THE WESTLIVGHOUSE RETAIL MIXED USE VILLAGE REMAIN
GOVERNED BY REZONING PETMON #2000-146,
Section 1. Retail Mixed Use Village
For the purposes of this Petition the Cemmunuy includes, among other Villages, the 1-485 Retail Mixed Use
Village portion of the Commmiry that anmmpdexses an arw of approximately 74.4 acres generally Located
between Interstate 485 an the northeast, Highway, 49 (South Tryon Street) ,m the northwest, and the existing creek
to the east and south ns generally depicted on the Technical Data Shed (the 71485 Retool Mixed Use Villoge).
(a) The 1485 Retail Mixed Use Village my be developed fro any uses (including necessary trees) which are
permitted by right or under prescribed conditions under the Ordinance fro the Mixed Use Development District
Optional (MUDDYO) in accordance with the Standards of that district, the restrictions ad froth in the Technical
Dam Sheet and the MUDD-Optional provisions set forth in Section 5 below. The development of the 1485
Retail Mixed Use Village shall be further governed by the General Standards set forth in Section 4 hereof.
(b) The lord Flow Area ins hereinafter defined) which may be developed within the I-485Retail Mixed Use
Village (excluding hotel era) may not exceed 1,322,500 squarefret of Flow Area, ofwhch no more than 347,500
square feet of Floor Area shall be developedfor resat! was excluding mrerrainesenUtheatre now. In addition, the
1485 Retail Mixed Use Village may include up to 425 hotel rooms (subject to adjwhweei[ In connection wish the
conversion rights see ford in Section 40) bdo el.
For dwPurpwa ofhh development limitations setford in there Development Standards, the term Floor Am"
or "floor area "shall mean and refer to the Sam ofthe gross horizontal areas ofeacli flow ofher principal
building and any accessory buildings or structures on the Site measuredfrmn the outside ofthe exterdor walls or
from the center line of parry walls; provided, however, such am shall not include any safux, or structural
parking facilities, or related access areas, areas used for balding and equipment access (such as stairs, elevator
shafts and maintenance crawl spaces), or wear, devoted to uses and structures "wormy to residential uses on the
&is., provided, further, seas devoted to outdoor dining we not intended to be included in the calculation ofF7oor
Area.
(c) Residential unit and office Square: footage may be incorporated into the I485 Retail Mixed Use Village so long
as, the maximum aggregate number of residential suit for the entire Community does net exceed 1605 dwelling
unit or the maximum mmo ins of office square footage for the entire Commmity does not exceed 1360,000 square
feet of Flow Area (subject to adjustarad in connection with the contusion nose Safford, in Section 4(b)
bdow).
(d) Hotel may be incorporated into the 1485 Retail Mixed Use Village as long a the total number of rooms for
hotels an the afire Site does no exceed 425 (subject to adjustment up to a maximum of 550 room in
accordance with the convention sight sot forth is Section 4(b) below).
(0) The public or private tads located within the 1485 Retail Mixed Use Village as depicted on the Technical Data
Sheet shall be located in a modified grid system Substantially in she marine gmera ly depicted on the Technical
Data Sheet, provided, however, Petitioner shall be entitled to modify the final location of the public w private
roads an the Site in connection with final Site and building design and development during the marketing,
development and construction phases of the project, subject to the reasonable approval and consent of the Planning
Department, and the Charlotte Department of Transportation with respect to material changes. The provisions of
this Section 1(e) am not intended to limit the provision of Part 8.5 of the Ordnance regarding development
standards and review by the Planning Department in connection with development in a Mixed Use Development
Diatrid-Optional (MUDD-0).
Section 2. Office Mixed Use Village
The Office Mixed Use Village portion of the Community emompaaa an aes of app exfmntely 105 Sea and is
generally bounded on the north by the mmman boundary with property owned by Pmlogis, an the art by Pioneer
Avenue and an the war and Smith by the existing creek and the Residential Village, as generally depicted an the
Technical Data Sheet
(a) The Office Mixed Use Village may be developed for any use (together with permitted accessory am) which
am permitted by right or under prescribed conditions under the Mixed Use Development District - Optional
(MUDD-0) and may else be used fro such Support retail and mitworat sure as describe[ in Section 2(d) below, in
accordance with the standards of that district, the restrictions set forth in the Technical Data Shed and the
MUDD-Optional provisions set forth in Section 5 below. The development of the Office Mixed Use Village
shall be farther governed by the General Standards ad forth In Section 4 instant.
(b) The total Floor Area for buildings located in the Office Mixed Use Village may not exceed 450,000 square fed
ofolincevremil uses and may include up to 180 residential unit (subject m adjustment Is connection mIth ON
contusion rights serford in Section 4(b) below).
(c) Residential units may be incorporated into the buildings an the Office Mixed Use Village as long a the
maximim number of residential units fro the entire Site does not exceed 1,605 dwelling units (subject to
adjustment In connection with the conversion rights serforth in Section 4(b) below) .
(d) Support retail (including without limitation restaurants) may be incorporated re a mixed uses component in the
Office Mixed Use Village so long as such was are limited to the ground floor only and so lung as the maximum
square footage of retail one for the entire Site does rot exceed 347,500 square feet of Floor Area (subject to
adjustment in connection with de conversion rights safe rlr in Section 4(b) below) .
(a) The public in private roads located within the Office Mixed Use Village a die sided on the Technical Data
Sheet shall be located in a modified grid system Substantially in the roamer generally depicted an the Technical
Data Sheet provided, however, Petitions shall be entitled to modify the find location of the public ur private
roads an the Site in connection with Sal site and building design and development during the marketing,
development and construction phases of the project, subject to the masonable approval and consent of the Planning
Department and the Charlotte Department of Transportation with respect to any material changes. The provisions
of this Section 2(e) are not intended to limit the provisions of Part 8.5 of the Ordinance regarding development
standards and review by the Planning Department in contraction with development in a Mixed Use Development
District -Optional (MUDD-O).
(f) Office Mixed Use Village land cao be Substituted for Residential Village land, andvice-versa, w long as the
Residential Village acreage does not exceed 55 acres and the Office Mixed Use Village does not exceed 12 acm.
Section 3, Residential Mixed Ux Village
The Residential Mixed Use Village is generally located south and west of the Office Mixed Use Village to Pioneer
Avenue, as generally depicted on the Technical Data Sheet.
(a) The Residential Village may be developed fro any use (including any accessory use) which is permitted by right
or orderpearn"bed conditions in the Mixed Use Development District (MUDD), in accordance with the standards
of that district and the restrictions set forth in the technical Data Sheet The develop omit of the Residential
Mixed Use Village shall be farther governed by the General Standards set forth in Section 4 Larval.
(b) The total amber of dwelling units which may be constructed within the Residential Mixed Use Village may
not exceed 1,605 (subject to adjustment In connection ntith the mr,essfen rights sot forok in Section 4(b) below) .
Office and retail was may be allowed on die ground floor of residential buildings within the Residential Mixed
Use Village so long as the maximum mixed use square footage of office fro the Site does not excced 1,360,000
squwe feel of Floor Area and the maximum square footage of retail an the Site does not exceed 347,5W square
feet of Floor Area (subject to adjustment in connection uLA the,,m,,S ton rights see forth IN Section 4(b)
below).
(c) A variety ofbeusing types and densities may be developed within the Residential Mixed Use Village.
(d) Residential Mixed Use Village land may be substituted far land within the Mixed Use Office Village, and
vice -versa, as long as the total are of the Residential Mixed Use Village does net exceed 55 acres and the total
area of the Off!" Mixed Use Village does not exceed 12 anus.
(e) The public or private roads located within the Residential Mixed Use Village as depicted on the Technical Dam
Sheet shall be located in a modified grid system Substantially in the means generally depicted on the Todmicai
Data Sbaet, provided, however, Petitioner shelf be entitled to modify the final location of the public or private
roads an the Site in wmection with final site and building design and development during the marketing,
development and construction phaa of the projal, Subject to the reasonable approval and consent of the Planning
Director and the Charlotte Department of Transportation with respect to my material changes. The provisions of
this Section 3(e) are not intended to limit the provisions of Pat 8.5 of the Ordinance regarding development
standards and roview by the Planning Department in connection with development in Mixed Use Development
Districts (MUDD).
Section 4. General Development Standards
Tbe following general development Standards shall apply to the development (the "Davelepmmd") of the
Community in addition to these restrictions set forth in Sections 1, 2 and 3 above:
(a) This Development is founded to enable the development of a mixed wis comr®mity composed of office, retail
(inchaRng, without limitation, rarmurant), single and multi -family residential, hotel, thaho, institutional and
service tea. All Development will adhere to the restrictions and provisions confirmed in the Ordinance, including
permitted ass, prescribed uses, accessory era, setbacks, height and arm restrictions, screening, parking, signage,
landscaping, etc., and in Sections 1, 2, 3, 4 and 5 of the Technical Data Shot.. Tla exmt demils of configuration,
placement and size of the individual site elements (including without Innimtlon roads, buildings, parking area,
driveways, etc.) shall be established during die design, development and construction planes and shall be governed
by the requirements of the Ordinance and the Technical Dam Sheet (including without limitation the maim.urns fro
floor area rooms and units set forth herein).
(b) The Petitioner will not exceed the overall rash® square footage and mf0uoom calculations for each
Proposed Use Type shown on the legend fm the Technical Data Shad but can adjust the petcentges fro any
individual mixed we building, and fro each Village in the narrowdescribedin the Technical Data Shed Norm to
mcommirdam development, design, leasing and market demand The Petitioner may place retail and residential
uses within buildings conrempmted for office use in order to further the mixed use nation of the site. Remit floor
sex located within office buildings will not be counted toward the overall allowed retail floor Sea for the
Community a long as tiro accoaory/support total in the often building does not exceed 20 %of the total building
area The maximum numberofhotel rooms of 425 shown in thalogad fro the Technical late Sheet maybe
increased to a total of 550 rooms provided that them is a reduction in either (i) the total square fed of office space
in the Community at the rate of 300 square fed per mom, (fi) the total square footage of fiesta Space in the
Community at the rate of 100 Squirm foot ps men, m (iii) the office space or that a space based an soma
combination of (i) and (ti). Office square footage on the Site may be substituted fro (x) hotel square footage at die
rate of true room fro 300 square feet, and (y) for rural or theatre square footage at a one square foot to one square
Lost ram, and the maximum Square footage of office Space an the Site shown an the legend to the Technical Dam
Shed may be increased accordingly
(c) No more than one (1) individual tenant or owner shall occupy, the ground Benz of single building or space for
mail ere of greater thm 130,000 squarefed of Flo Am. Other indN&ud retail tmn n shill nm ooctpy
greater than 60.0008gaarefeetofFloor Area on thegroundfloorfw We4ropectivepremises. Forthe
purposes ufthese development limttotions, retail use shall not be dammed to include entertainment Sadler theatre
Ms.
(d) Notwithstanding any otherprovisums of the Twlmical Data Sheet to the contrary, except a set fmlth in the next
smteoe with respect to the Westinghouse Retail MuredUsc Village governed by Petition #2004146, no fast food
restaurant with drive -through windows orgee amtioNconvenient states will be allowed on the Site. As provided
in Petition #10049446, the Westinghouse Retail Mixed Use Village may include up to one (1) gee
smtion/crivemence stow. Furthermore, my otter drive though windows Serving as an accessary use on the Site
shall not face a public right-of-way.
(a) Height messes allowed in dine MUDD District will be calculated from external boundary line of the overall
Community.
(f) The Community will have 2 transit stops in locations as may be abject to the reassemble approval of the
Planning Depurtmemt the CATS Transit Director and the Pettibone. Such transit stops will be incorporated as the
adjacent buildings am developed. The transit stops will incorporaw a bee shelter(in keeping with the developmmt
design and image) and a loading as to accommodate the CATS buss. Spxif cs of the design of the transit Stops
will be coardmated and developed with the City Department of Tmnspormtkn and CAPS. The Petitioner shall
construct, at it expense, the transit shelter associated with the two trash stops refsenoed an the Technical Data
Sheet. The size of Such transit deltas shall be appropriate for the level of her service conmrgrlaed for the
Community. Benches, bike mks, and sfdewaks ae planned to provide connectivity to tie residential and
cam W area adjacent to these transit Stops. Tire Peddoner, the PlanntngDepartment and the CATS Dunsit
Director Shall cooperate regarding timing ofthe inndladbn ofdebauitstps to refer when CAISand the
Community are randyfbr arms it service and when such aar La is appropriate fen development within the
Community. In this regar4 subject toPetition's gwd fail ,fforu tocooperate with CA2S, h it undentard dud
development mkingplace an the Site will net be delayed due to delays in doom service or tr m,ftservice notbeing
available to the Slim
(g) Any public streets on the Site will be constructed in accordance with Charlotte Department of Transportation
Standards and, except with respect to the primary entrance mad saves from Whitehall Park Drive as stionom on the
Txdrtical Date SLxS will be designed to accu mmdow on -sheet puking. Final right of way width for all public
strict im the Site will be coordinated with the Charlotte Department of Trmspmmtion.
(h) Thesetbuciur and yardrequiremenu for tireSimshdl adhere to the requirements ofthe MUDDwning disvict
Interior setbacks along any public stteom an the Site my be reduced per Section 11.405(7) of tine Ordinance.
(t) Internal sidewalks from buildings not f roming directly an public sheat shall canned to the Sidewalks system
along public shcets to provide connectivity.
(i) Puking shall be providedwhicb will rated or exceed the standards of the Ordinance. Whom pmkmg t not
located behind buildings, screening shall be provided at the lot line by landscaping or decorative walks or Loaves.
(it) In mired use now, shared parking may be allowed at the discretion of the Zoning Administrator. Pinkmg
decks and underground parking will beallowed. Pwkng may be phwed in such a roamer m aUa m grade
parking in seas abating the rightrof--way and between buildings and the street when souctured parting will be
added at a later date. Portions of the decks will be designedwith brat floor commatw uses whereftasible
su(rject to site and development constraint and the "deck edge" will be designed in a mama consistent with the
Community design and image.
(1) Except as permitted by the MUDD - Optional provisions sot forth in Section 5 below lot the 14m Retail
Mixed Use Village, the Office infixed Use Village and the Reskdendid Mixed Use Village and except a set
forth on the Technical Data Sheet, signage will nice or exceed the requirements as outlined in the Ordinance.
Iemched sign stall otherwise by Subject to review try the Architectural Review Board described below with
respect to uniformity of image, materials and cbaadar in keeping with the Architectural Standards.
(m) A Master Storm Water Management Concept Pin shall be developed and approved prim to the approval of
any constriction documents. Stem water mnrff from the Sim will be managed tlmugh a variety of prove
techniques which at a minimum satisfy the standards imposed by the Charlotte/Mecklenburg Engineering Dept.
No detention ponds will be located within setback or buffer amas. Petitioner agrees to evsme compliance with the
SWIM bufferRgulatioa and applicable state and Federal regulations regaling slam water.
(n) Screening shall conform with the standards and treatments specified in Section 12.303 of the Ordinance. All
dumpstus on the Site will be sctemedwith a solid euclosme with gates.
(a) All freestanding lighting fixtures (excluding public anxIlight) installed will be uniform in design. Petitioner
agrees to install pedestrian Scale lighting along internal and external public and private areas shown on gee
Technical Data Sheet The consonant height of my freestanding; lighting fixture (excluding public street light),
including the base, shall not exceed 30' in the commercial raised use area, or exceed 20 in the nw-minted use
residential sties and shall be capped for "full cutoB:"
(p) The Petitioner agmeas to establish an Architectural Review Boardto review designs of all buildings proposed
fro the Community. The architectural Standards developed for the Community will address allowed materials and
construction systems, signage design requirements, image, making guidelines, cotore allowed, and approved
landscaping materials.
(q) (1) Subject to applicable engineering approvals, Petitioner agrees to construct the following toads to provide
access to the Site: (i) the access road at the intersection of Highway 49 across from Whitehall Park (hive a
depicted on the Technical Data Sheet to be called Ayrsloy Town Boulevard (the "Whitehall Dare Comactmaj or
in the alternative an access road at the m4rsection of Highway 49 across from Whitehall Park Drive in a location
and design xcepteble to the Plavnivg Iepatment and Charlotte Ieparmeut ofTranspormtion (the "Alternative
Whitehall Drive Connection'); (ii) the access toad consisting the intersection of Cambridge Beltway Drive and
Highway 49 with the Site as depicted an the Technical Data Sheet (the "Cambridge Beltway Drive Correction');
(fit) line access mad connecting the Site with Westinghouse Boulevard as depicted on the Technical Data Sheet (the
"Westinghouse Boulevard Correction'), sort (fv) a minimum of two (2) internal access roans cormandmg the Site to
Pioneer Drive with wee such noes to be located within 500 feet of the Pioneer Drive/Westinglance Boulevard
intersection as depicted on the; Technical Data Sheet (the "Pioneer Drive(Weslinghousc Connection") and the other
Such access to be located either in the location shown as Pioneer Contraction Alternative A or Pioneer Connection
Alternative B a depicted on the Technical Data Shad (the "Pianeer Drive Alternative Connections; together with
the Pioneer Dtive/Westinghwuse Connection refined to as the "Pioneer Drive Connections"); it being uedemtood
tbat Such roadway inprovemmt relate to foot specified a tits Developers responsibilities by the Traffic
hrfoemetion Study prepared by Knitters Transportation Group, Inc. dated as February 28, 2000 (the "2/28/00
L IS"), a supplemented by Executive Summary dated a of Mach, 2000 (the "3/00 Executive Summary') real a
further supplemented by phasing summary letter dated a of December 11, 2001(the "12/11/01 Phasing Summary"
and collectively witecutive Summary referred to as the "7118"). It is understood
that my other roads in snots, not described in items (i) through (iv) above, that provide accas to and from the Site
or adjoining properties from and to Highway 49, Pioneer Drive or Westinghouse Boulevard shown an my portion
of the Site Plan ere fur ifustative Purposes and Son not requited to be completed as par of this Rezoning Petition
(2) Petitioner and lor is affiliate is the current owns of Cambridge Business Pink located to the Southwest of the
Site along NC Hwy 49. The Petitioner has agreed to island Cambridge Beltway Drive from NC Hwy 49 to the
Site in the summer shown on the Site Plan. Furthermore, if additional roads am extended within Cambridge
Business Park to a point parallel to NC Hwy 49 in the general vicinity of Sandy Potter Drive, the Petitioner shall
reserve or cause its affiliates to reserve an aces 60 feet in width aaoa a portion ofthe Cambridge Business Pak
property in a mmner that would permit a possible right of way connection to Sandy Porter Road at its intersection
with NC Hwy 49, to the extent that such a connection with Sandy Praia Drive is accomplished within five (5)
years form the date of approval of this Petition. Except for it agreement to save the 60 foot right of way "an
a described above, the Petitioner shell have no obligations or reaponereditta to pursue the ultimate omedon
with Sandy Porter Drive.
Except as set forth below in this paragraph, the Community shall be developed in certain phases tied to the
completion of certain roadway improvement as described below such that m final certificates of occupancy will
be issued with respect to improvements to be located within the 1485 Retail Mixed Use Village, the Office Mixed
Use Village and the Residential Mixed Use Village unless and until Ore roadway mprovement described below in
items IA., dB., U. and IV. have been completed in connection with the following described development in the
specified amewt (togedw with associated paling and adxsasory uses):
IA. Phase IA.Impuvemat: completion of the on -site fmpw t3 toprovide a comaction from the Site to
Whitehall Park Drive a shown in Figure C to the 12/11/01 Phasing Summary will permit the following
development:
a 75,000 square feet ofremil space, plus
a 50,000 square feet of office space, plus
a 350 residential dwelling unit.
I.B. Phase Ill. Improvement: completion of (I) the improvement described in item IA. above, (if) an additional
southbomd left -tan Ire on highway 49 at Whitehall Perk Drive into the Site, (iii) an additional northbound
through -lane un Highway 49 from Ayrsley Town Boulevard to I485, and (iv) remarking of the existing paver at
on Whitehall Pak Drive to provide an exclusive left -tom Ime (to the mount feasible within existing pavement
width), all as shown in Figure D to the 12/11/01 Phasing Summary, will permit the following development in
addition to the development pembitted in item IA. above (which when combined with development permitted in
Liver IA. above will result in permitted development fur all Phase IA. and 133. hnprov is in shown in the I I
below):
s 100,000 square fee ofretail Space Ifer total Phase IA. and I.S. retail space of 175,000 square fed I, plus
a 100,000 square fed of office space If it total Phase IA. and I.B. office space of 150,000 square fed], plus
a 200 hotel mom, Ifm total Phase IA. and I.B. hotel moms of 2001, plus
e 50 residential dwelling unit iim total Phase IA and I.B residential unit of4W];
B. Phase H Tmorovenemt: completion of (I) the improvements described in items D.A. and I.B. above, (if) a
right-in/rightout connection to Highway 49 at the Cambridge Beltway Drive Correction (i.e., South of the full
access location at Whitehall Park Drive) as shown as Access "B" on Figue E to the 12(11101 Phasing Summary),
(iii) the improvements associated with either the Pioneer Drive Alternative A Convection or the Pioneer Drive
Alternative B Connection a shown an Figum E to the 12/11/01 Phasing Summary and (iv) the addition of an
eatbomd rght rum lane on that portion of Whitehall Park Drive opposite Highway 49 than the Site as shown on
Figum E to the 12/11/01 Phasing Summary (subject, however, to the provisions ofpemgraph (5) of this Section
4(q)) will permit the following development in addition to the development permitted by items I.A. and I.B. above:
• An mount of additional retail, office and residential development, which when added to the development
completed in connection with the Phase IA. and I.B. Improvements described in items L.A. and ID. above, would
result in eatafug and exiling traffic to and from the Site in amounts not to exceed the Entering Traffic Threshold of
990 and the Exiting Traffic Threefold of 980 based on the following formula:
- Entering Traffic Threshold
1(�000 square feet of Offke) x .221 +
f(_,000 square feet of Retail) z 1.771 +
I(_Reddendal Unit x A91 shall readt in an Entering Traffic Threshold of <990; and
-Exiting Traffic Threshold
l(_J0110 Square fact of Office) x IMI +
1(�000 Square feet of Retaff x 1911 +
1(_ Residential Units x.231 shall result in an Exiting Traffic Threshold of <980.
o In addition to the development in the immediately preceding huller 0, 65,000 square feet of Oatre space ad an
additional 225 hotel rooms (fro full buildout of 425 hotel rooms) may be permitted;
; provided, however, it is understood that a minimum of 300 residential unit most be developed prim to ur
m wmporanaowly with the development described in this Phase H aml shall inhale resdemdal uma permitted
Inmost to Purdue #2004-043, said development to be evidenced by certificates of occupancy fro the buildings
tout not individual nit) required to provide such unit.
M. Phase ID Immovmmena: completion of (I) the improvement desexi in items LA, I.B. and D. above, (if) the
addition of a northbound right -tam ime on Highway 49 into the Site a showy em Figure F to the 12il 1101 Phasing
Summary, and (1u) the improvement to the I485 ramps as shown in Figure F to the 12/11/01 Phasing Summary,
will permit the following development in addition to the development permitted by items TA., T.B., and U. above:
e An ammo of additional retail, office and residential development; which when Shad to die development
completed in counxtion with the Phase I.A., I.B. ad 11. lmpro tS describedm hems IA., 131. and 11 above,
would result in entering and exiting traffic to and from the Site in amounts not to armed the Entering Traffic
T'mahold of 1,510 and the Exiting Traffic Threshold of 1,750 based on the following formula:
-Entering Traffic Threshold
re fact of 011ke) x .22] +
re feet of Retain x 1.771 +
a1 Units x.691 shall result to an Entering Traffic Threshold of< 1,510; and
Threshold
1C�000 square fed of ORke) x JAM +
I(_ 0110 square feet of Ratsdo x 1.911 +
jf—Residential Usdb x.231 shall result in an Exiting Traffic Threshold of < 1,750;
provided, however, it is understand that a minima, of 600 residential wit mat be developed prim to or
cmternpormeoaly with the development described in this Phase 1H, said development to be evidenced by the
issuance ofxrtifiates of occupancy fur the buildinge (but not individual wit) requited to provide far Such units -
IV. Phase IV: The balance of the development permitted by this Technical Data Sheet shall be permitted alter
completion of the improvements described in Items IA., T.B., If and III above without any further roadway
fngno tS.
In connection with each request for a building factor and upon completion of construction ofbuildings associated
with the permitted development described in items IA., I.B., B and Ill above, the Petitioner shall submit to COOT
a summary setting forth the square footage amounts of the development by type completed on the Site, the square
footage amours of the development by type fro which the Petitioner is requesting a building permit, and the
calculations of the Entering Traffic Threshold and the Exiting Traffic Threshold resulting hours the existing and the
proposed development, in order to anemic compllmmce with the above -referenced phasing requirements. CDOT
stall commmmicate to the Penitence and applicable misrom mtives of Mecklenburg County Building Standards
Department, COOTS acceptance or rejection of the accounting summary and the making compliance or lack of
comptimce with the Entering Traffic Threshold and the Exiting Traffic Threshold promptly upon receipt by COOT
of all such information reasonably neceaay to verify, Such compliance.
For the purposes of the calculations ofthe permitted development described above, the amount of permitted
development set forth for a specific use may be ininswed above the amounts shown to the extent that the amount
of actual development for other uses is less than the amounts shown, in accordance with the following convmsion
ratios: office square footage my be substituted for mused hotel moms at the rate of one room for 1,250 square
feet of office space; office square footage may be substituted for unused retail or theatre square footage at the rate
of I square feat to 1 square foot; retail square footage may be substituted for unused office square footage at the
rate of 1 square fool to I squaw foot; retail square footage may be Substituted for unused hotel rooms at the ram of 1
room for 300 square feet; residential dwelling units may be substituted for office w remit space at the rate of 1 unit
for 1,250 square feet; and residential units may be substituted fro hotel square footage at the rate of 1 unit fur 1
room.
(3) It is understand that certain roadway improvement associated with the Whitehall Drive Connection located
across N.C. Highway 49 from the Site including, without limitation the eastbound right turn larw on Whitehall Park
Drive, may not be accommodated by the existing right-of-way of Whitehall Pak Drive. If tho roadway
improvements to Whitehall Pak Drive located amoss N.C. Highway 49 from the Site cement be located within the
existing right-of-way of Whitehall Park Drive, the Charlotte Department of Transportation shall cooperate, at no
outof-pocket expense to the City, with the Petitioner at connection with an easement or acquisition of such potion
of the adjacent private property (including the exeretse of eminent domain) as may be nesece ry to mauve
ampletim of such roadway impmvemmt. The Petitioner agrees to exercise reasonable efforts to obtain an
easement m other agreement from the applicable property owner to permit the completion ofthe Whitehall Pais
Drive improvements located across N.C. Highway 49 into the Site. If the Petitions is amble to do" after the
exercise of rasonable efforts or the Petitioner or COOT animators delays in the mquisihon of arty needed
righto€way for such improvements, the Petitioner shag be entitled to implement at= adjustment in the design
ofthe Whitehall Park Drive Improvement, subject to the reasonable approval of CDOT, in wmactim with the
development and occupancy ofthe development permitted in Phaa IA., I.B. and R a described in items IA, I.B.
and R. above in Section 4(q)(4) above.
(4) No building permit will be issued with respect to tmprovemants to be located within the 1-485 Retail Mixed
Use Village uml the oneite portion ofthe Whitehall Drive Connection or the Alternative Whitehall Drive
Connection has been offered fro dedication
(5) The Petitioner agrees to W bear any cost associated with modifications to the traffic signal at the Whihdnafl
Drive Connection and (ii) slam up to one-balf (1/2) ofthe cost associated with instfiadon ofa traffic signal at the
Pioneer DrhWWesfinglmae Boulevard intmectfon (provided that the Peutionces sham of such cost shall not
exceed $20,000).
(6) It is understood that the NCDOT has expressed a willingness to include artars, roadway impmvemats,
dacnbed above and in the TIS a the Paitiouers responsibility, as par ofthe NCDOrs planned improvements to
NC Highway 49. Accordingly, contain ofthe roadway improvements listed as the Petitioner's responsibility herein
and in the TIS may be undetmken by the NCDOT; provided, however, this "I not eliminate the responsibility of
the Peftiona to complete the Improvements car emplated herein or in the T1S as, the Petitioners responsibility if
the NCDOT fails to complete the sane.
(r) Fur= amendment to the Technical Data Sheet (including the Technical Data Shed Notes) involving my
portion ofthe Community my be applied far by the thin owns of owners of the parcel orparents involved in
accordance with Chapter6 of the Ordinance.
(a) The development plan established umber the Technical Data Shed (including the Technical Data Sheet Notes)
Shad., unless amended in the counter provided heroin, be binding upon and inure w the benefit ofthe Petitioner and
each of the owners of any portion ofthe Site, and their respective hairs, executors, personal repmeatetives,
successors to interest and assigns.
(t) Upon application for building permit, the following requirement will be met
a Except as serford in theMUDD-Optional provisfom of Section 5 below, development must conform to the
Charlotte Subdivfsim Regulations, Chapter 20 of the City Conk.
s Standard T-6" curb and gutter, associated storm drainage and 4-feat sidewalk along property frontage on Pioneer
Avenue and 5-fad sidewalk on South Tryon Sued.
s Stormwater detemion facilities in accordmm with Drainage Detention Ordinance, a portion of Appendix A of the
City Cade.
s Grading permit in accordance with Chapter 18 of the City Code.
a Driveway permits in attendance with Chapter 18 of the City Code.
a Development must conform to the Surface Water Improvement Management Plan (S WlivT) and Stream Buffer
hmplem mostion Guideline of November 1999.
a Encroachment agreement for improvement within the South Tryon Street right of way, a North Carolina
Department of Transportation maintained roadway.
" Site will comply with Chapter 21 Section, 45 ofthe Charlotte City Code. Trans 8 inches diameter breast height
that are located in the setback will be shown an the grading and/or site plan with free protection details and notes.
These trim carat be mmseved without a permit from the Urban Forestry Staff.
e Site will comply with Chapter 21 otthu Charlotte City Code. The plea should include a now "Proposal planting
shown in oenoepmel only and will be subject to change m actual site conditions and Urban Forestry Staff
approved"
e The number and types of taea required fro this Site will be denxmfned by the Urban Forestry Staff during
landscape plan review.
taro Existing from that are damaged or impacted by construction may require mitigation and/ormonetay roes.
Section 5. MUDD - Optional Provision
The Petitioner is requesting a variation from certain MUDD standards as a pat of this MUDD (Optional)
application fro the 1485 Retail Mixed Use Village, the Office Mired Use Village and the Residential Mixed Use
Village. Time Optional variations are as follows:
(a) Baildmg/ParUDg taatlonx As Sat Roth an the Technical Data Shed with tespect to the intended building
edges to be located on the Site, it is contemplated that the Development shall comply in all menial respect with
the provisions of Section 9.8507(2) of the Ordinance regarding the prohibition of surface parking m maneuvering
spas within my required setback, orbetween the permitted ore and the required Setback (su18'ect to the provisions
Of Section4(e) above). It is acknowledged, however, that giver, the size and mope ofthe Development and the
need to permit an=flexibility in building/parkmg deign, Petitioner may an a case by cuss basis prior to the
issuance, ofa building permit fro a specific building site within the Community soak the approval ofthe Planning
Staff with respect to limited exception to the regtdrement of Section 9.8507(2). These exceptions may be gemmed
by the Planning Staff bused upon a determination that the exception to be granted will not materially alter the new
urbanism pedestrian friendly design futures contemplated by the Technical Wm Sheet and the Preliminary
Architectural Standards.
(b) Signage. A coordinated and well -designed sigmgo system will be developed for the 1485 Retail Mixed Use
Village and the Office Mixed Use Village. The size and number of attached and dtached signs in the I485 Retail
Mixed Use Village and the OffceMrxed Use Village shall be limited to that allowed fro a shopping center as per
Sxflon 13.109(4Xb) and as modified by the Plamed Development Flexibility Option in Section 13.110(2). In
addition, thefoltowdngstandard, shall apply to signage within the 1485 Ransil Mftred Use Pillage and the Office
Mixed Use Village:
(i) rim of the attached silage in the 1485 Retail Mixed Use Village may cover 5 %ofthe squaw footage fro each
building wall per tarot with space within Such well up to a maximum of 100 square feet
(B) a Broad mounted sign designated as sign "A"formerly located along Aycrky Town Boulevard shall be
permitted along Wadnghowe Boulevard, bar shall not exceed 30feet in height;
(if!) the ground mounted Jig, shown in location "C"shall not exceed 30f set in height;
(h) the ground mounted sign shown in location B" has been permitted and is under construction;
(v) the grand mounted signs designated as signs "D"and "E"along Pioneer Avenue are permitted but shall not
arreed 30f net in hatighr
(w) directional and u0scationa(signr may be located on the face ofbuddingr and/or attached to buildings in the
form ofblade signs and shall be mbmiued and reviewed by PlanningStaffas part of an overall signage package
during the MUDD review process.
(c) VArtatiox for Building permitted Parcel Reference is made to that certain pamcel designated as the "MUDD
Optional Building Previously Permitted" on the Technical Dam Shag Since building permit fro the
uwmvcments an such parcel have been issued, the existing building, paldmB and driveway improvements located
thereon shall be exempt from the development Standards applicable to MUDD but any expansion of Such
improvement shall conform to Such requirement.
o
.�l �llrt� ( �
1520
south
boulevard suite 2D0
charlotte north carolina
282D3
voice
a 704
. 332 .1615
fax
a 704
. 332 .
0117
webewww
. odarch
. com
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a 9:.. 0
New Urban Mixed Use
Community
2005 -153 SPA
CHARLOTTE, NORTH CAROUNA
REZONING SUBMifrAL
7/22/0S_
STAFF REVISIONS
8/26/05
REVISIONS
9/29/05
REVISIONS
10/05/0S
REVISIONS
10/20fro
REVISIONS —:
10/25/05
REVISIONS
10/31/05;
FOR PUBLIC HEARING
PETITION NUMBER
2005 -153
FAW
U1 KtLUNINU 1 ECHNICAL DATA NOTES
l
Copyright 2005, Ovetrash Demmitt Architects
ODA No, 031767 CADD Fie: 1362 A-2.dsL

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SIGHT ECTIO . S APPLY ONLY
L TO THIS INTERSECTION. SEE ABOVE ANDINSET
11 , TRIANGLESTSHALLkIGHf APPLY TO SPARCELS
(,L A,S,C & D AS WE6L AS THE RESIDENTIAL
1 \ MIXEDD USE VILLAGE
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NOTE:
90' SITE TRIANGLES
90'.90' SIGHT TRIANGLE
REOUIREMENTS ONLY APPLY
TO THIS INTERSECTION AS
SHOW
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ROADWAY ADJUSTMENTS
AND CLARIFICATIONS
PRELIMINARY
DO NOT USE FOR CONSTRUCTION

o
a
L18
L19
30.00
17.22
N47'02'04"E
S42'57'56'E
L20
30.00
N47'02'04'E
L21
L22
30.99
18.24
N54'04'28"W
N57'22'24"W
L23
128.36
N59'51116"W
L24
185.92
N59'51'16"W
L25
L25
54.51
5343
N29'20'31"E
N48'39'15"W
L27
L28
72.04
101.61
53853'04"W
S38'38'20'W
L29
L30
43.92
57.12
S2423'11"W
S2424'11"W
L31
128.43
N60'22.30'W
L32
378.10
S33'24'02"W
L33
L34
64.83
60.00
N6917'15'E
S56'35'S8'E
CURVE
TABLE
CURVE
LENGTH
RADIUS
CH BEARING
CH DIST,'
C3
809.07'
5555.79'
S3210'54'E
808.36'
C4
la4.32'
480.50'
5202041"w
183.19'
C5
211.88I
480.50.
S0316'36'E
210,16'
C6
269.03'
370.52'
N8129'22'W
263.16'
C7
14.39'
16.78'
N27V0.18'W
13.95'
C8
181.62'
820.30'
N4119.33"E
181.25'
C9
63.67'
40.00'
S86'4542-E
57.16'
C70
223.60'
431.97'
N8532'10'W
221.11'
ell
54.81'
469.50'
N4518'36"W
54.77'
C72
48.25'
30'Do'
S8516'25'W
43.21'
C13
39.22•
970.00'
S38'02'35'W
39.22'
C14
61'87'
47(J,00
S33-06.48"W
61.a3'
C15
45.43'
280.00
S33-59.25"W
45,38'
C16
54.66'
220.00'
531'31'16"W
54.52'
C17
45.68'
530.OD'
S26'52'T1'W
45.67'
C18
34.44'
719.50'
N32>)t'45"E
34.44'
F aAaare'AR
/ram.
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uwD a
CENTRAL SR CREEK
PRESBYTERNe! CHURCH
DEED BK-5T19 PQ-03
PIN 1203-091-10
0
3
1NEBN Co,
PG-N9
I PG-130
91-13
Stantec Consulting Services Inc.
2127 Ayrsley Town Blvd. Suite 300
Charlotte, NC 28273
Tel. [phone]
Fox. [phone]
www.stantec.com
Copyright Reserved
The Contractor shall verify and be responsible for all dimensbre, DO
NOT scale the drawing - Cry errors or omissions shall be reported to
Stantec without delay.
The Copyrights to all designs and drawings are the property of
Stantec. Repraduanon or use for any purpose other than that
authorized by Stantec is forbidden.
Legend
N/F - NOW OR FORMERLY
R/W - RIGHT-OF-WAY
DB / PG - DEED BOOK AND PAGE
MB / PG - MAP BOOK AND PAGE
Notes
1) THIS IS NOT A BOUNDARY SURVEY RO SHOULD NOT BE RELIED
'UPON AS SUCH.
2) OWNER(S) OF RECORD AS SHOWN HEREON ARE TAKEN FROM PLAT
REFERENCED IN NOTE 3. AND MECKLENBURG COUNTY CIS INFORMATION
3) BOUNDARY INFORMATION
F) TAKEN
ROM AN UNRECORDED PLAT(
ENTITLEDSBOUND RBEARINY SURVEY OFANDSAYRSLEY
PREPARED BY THE ISAACS GROUP, INC. DATED 11/17/00 AND LAST
REVISED 11/20/00 AND ALSO M8 38 PG EST MB 42 PG 561, M8 42
PG 309, MB 42 PC 903, MB 30 PG 67 AND MB 43 PC 329 AS WELL
AS ELECTRONIC DRAWINGS PROVIDED BY THE ISAACS GROUP.
4) THE SOLE PURPOSE OF THIS WORKSHEET IS TO SHOW AREAS THAT
ARE SEPARATE AND EXCLUDED FROM THE REMAINING LANDS OF
AYRSLEY TOWN CENTER-
S) AREA ENCOMPASSED BY THIS PLAT IS COMPRISED OF LANDS OR
B.x, HOLDINGS, LLC (08 11002 PG 605)
8.Y. HOLDINGS, LLC (06 11247 PG 703, DB 11002 PG 605, &
(DB 12558 PG268) BV HOLDINGS, LLC (DB 10343 PG 505)
AYRSLEY RETAIL DEVELOPMENT, LLC (08 14448 PG 913)
AYRSLEY ARCADE DEVELOPMENT GROUP, LLC (DO 17200 PG 645)
AYRSLEY LAND PARTNERS, LLC (D8 15539 PC 233)
AYRSLEY RETAIL DEVELOPMENT GROUP, LLC (DB 15539 PG 237)
2.REVlSE CONFIGURATION OF PARCELS
Rog
WJJ
09.29.05
1-REMOVE AREAS A-D
ROB
WJJ
08-19-05
Revision
Dw^.
Chkd.
MM.00.YY.
170303075-9
ROB WJJ
N/A
OZ27.05
File Nome.
own. Chkd.
Dsgn.
MM.DD.YY
Permit -Seal
ClientlProject
AYRSLEY DEVELOPMENT CORP.
6100 FAIRVIEW ROAD SUITE 650
CHARLOTTE, N.C. 28210
Tille
PLANNING WORKSHEET FOR
AYRSLEY TOWN CENTER
MECKLENBURG COUNTY, NORTH CAROLINA
Project No. Scale Dafe
170303075 1"=200' 07-27-05
Drawing No. Sheet Revision
A-4 fn