NCC211533_NOT Closeout Documents (2)_20220301

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REVISED: December 11, 2020 (Revision 1 - Cycle 1
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Sheet Number
Description
Revision #
Date
CO-100
COVER SHEET
1
12.11.20
CD-101
DEMOLITION PLAN
1
12.11.20
CD-102
DEMOLITION PLAN
1
12.11.20
CE-101
EROSION CONTROL PLAN - PHASE 1
11.23.20
CE-102
EROSION CONTROL PLAN - PHASE 1
11.23.20
CE-201
EROSION CONTROL PLAN - PHASE 2
11.23.20
CE-202
EROSION CONTROL PLAN - PHASE 2
11.23.20
CS-101
DIMENSION CONTROL PLAN
2
01.15.21
CS-102
DIMENSION CONTROL PLAN
2
01.15.21
CS-103
ACCESSIBILITY PLAN
2
01.15.21
CG-101
GRADING AND DRAINAGE PLAN
11.23.20
CG-102
GRADING AND DRAINAGE PLAN
11.23.20
CG-103
DRAINAGE AREA PLAN
11.23.20
CG-104
PCSO POST -DEVELOPMENT PLAN
2
01.15.21
CU-101
WATER DISTRIBUTION AND SANITARY SEWER PLAN
1
12.11.20
CT-101
INTERSECTION SIGHT DISTANCE
11.23.20
LP-101
LANDSCAPE PLAN
2
01.15.21
LP-102
LANDSCAPE PLAN
2
01.15.21
CX-101
SITE DETAILS
11.23.20
CX-102
SITE DETAILS
11.23.20
CX-103
SITE DETAILS
11.23.20
V-100
SITE SURVEY
04.21.20
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INDEX OF DRAWINGS PROJECT TEAM REGULATORY APPROVALS
S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763_CO-100_Cover Sheet.dwg, 1/20/2021 1:37:29 PM, emily west, Bloc Design

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I ` -.' .' �' , - - - ;- - _ EXISTING CONCRETE SWALE TO
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EXISTING BUILDING TO REMAIN,
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/ / _ _ PROTECT AS REQUIRED, TYP.
' ll' J EXISTING TURRET AND CONCRETE TRACK
/ I I �,/, 1 ,Y�, / / / / / , , / , 1 / / ,\ 1 , , , ♦ � , ' / � \ �— —' � TO REMAIN. PROTECT AS REQUIRED.
EXISTING FENCE TO REMAIN. \
PROTECT AS REQUIRED, TYP.
1 , I , \ \ \ ♦ \ \ \ \ \ l , - I� _ _ _I- - - - - EXISTING BOLLARDS TO REMAIN,
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PROTECT AS REQUIRED, TYP. I
EXISTING PAVEMENT TO BE �
SAWCUT AND REMOVED, TYP. '
I I it X ' i EXISTING CONCRETE TO REMAIN.
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EXISTING CURB TO BE REMOVED, TYP.
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I I I / 1 / , ) , ♦ , 1 ' 1 ' \\ \ \' ' I EXISTING CURB TO REMAIN. I 1
IAA , , ; % ; ; I , i , 11 i 1 i I I 1I I , II , \\ \ ` \ \ ^ \ ,/ I I I / EXISTING TREE TO REMAIN. PROTECT AS REQUIRED, TYP.
1 , r , ' I / PROTECT AS REQUIRED, TYP.
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16,000 SF MINIMUM AREA TO BE REMOVED.
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5:CUT AND REMOVED, TYP. ,' . _ _ - L - 11 0
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TO BE REMOVED, TYP.
EXISTING CURB TO BE
SAWCUT AND REMOVED, TYP.
EXISTING ASPHALT AND
CONCRETE DRIVE TO BE
SAWCUT AND REMOVED, TYP.
EXISTING STORM DRAINAGE
TO BE REMOVED, TYP.
EXISTING FENCE TO REMAIN.
PROTECT AS REQUIRED. FENCE
SECTIONS MAY NEED TO BE
REMOVED FOR INSTALLATION
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DRAINAGE. ALL REMOVED
FENCE MUST BE REPLACED
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SURVEY DISCLAIMER
TOPOGRAPHIC SURVEY DATED APRIL 21, 2020 PROVIDED BY
CAROLINA SURVEYORS, INC. P.O. BOX 267, PINEVILLE, INC, 28134
REFER TO CD-101 FOR DEMOLITION
NOTES AND TREE PROTECTION NOTES.
REFER TO CD-101 FOR SHEET LEGEND.
PLAN NORTH
N
TRUE NORTH
SCALE: 1 "= 30'
0 15' 30' 60'
1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES,
SIGNAGE, FLAGGERS, SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS
AND THE PUBLIC.
�M55�
11524 Wilmar Blvd
Charlotte, NC 28273
MSS Solutions
Office Addition &
Renovations
Bloc Design
2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
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NC FIRM #: P-1007, C-390
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2020 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY: LWH
CHECKED BY: WLL/CCB
SCALE: 1" = 30'
DEMOLITION
PLAN
CD=1 02
KEY MAP
S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763—CD-100—Demolition
Plan.dwg, 12/10/2020 4:24:12 PM, emily west, Bloc Design 1 2 3 4 5
N.T.S. \
2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND CHARLOTTE WATER.
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FOR CONSTRUCTION ONLY

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REET SUITE 700
1 CAROLINA 28202
FAX [phone]
;3P.COM
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ES LTD.
:ion Date
nents 01.15.21
01
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SURVEY DISCLAIMER
TOPOGRAPHIC SURVEY DATED APRIL 21, 2020 PROVIDED BY
CAROLINA SURVEYORS, INC. P.O. BOX 267, PINEVILLE, NC, 28134
REFER TO CE-101 FOR EROSION
CONTROL NOTES, PHASE 1 SEQUENCE
AND SHEET LEGEND.
PLAN NORTH
N
TRUE NORTH
SCALE: 1 "= 30'
0 15' 30' 60'
1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES,
SIGNAGE, FLAGGERS, SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS
AND THE PUBLIC.
�M55-
11524 Wilmar Blvd
Charlotte, NC 28273
MSS Solutions
Office Addition &
Renovations
Bloc Design
2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
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PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY: DSK
CHECKED BY: WLL/CCB
SCALE: 1" = 30'
EROSION
CONTROL PLAN -
PHASE 1
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S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763_CE-101 _Erosion
Control Plan - Phase 1.dwg, 1/14/2021 12:02:39 PM, emily west, Bloc Design 1
2
3
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N.T.S.
2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA
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FOR CONSTRUCTION ONLY

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EX: 64
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SURVEY DISCLAIMER
TOPOGRAPHIC SURVEY DATED APRIL 21, 2020 PROVIDED BY
CAROLINA SURVEYORS, INC. P.O. BOX 267, PINEVILLE, NC, 28134
REFER TO CE-101 FOR EROSION
CONTROL NOTES.
REFER TO CE-201 FOR PHASE 2
SEQUENCE AND SHEET LEGEND.
PLAN NORTH TRUE NORTH
N �
SCALE: 1 "= 30'
0 15' 30' 60'
1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES,
SIGNAGE, FLAGGERS, SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS
AND THE PUBLIC.
2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND CHARLOTTE WATER.
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11524 Wilmar Blvd
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MSS Solutions
Office Addition &
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2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
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227 WEST TRADE STREET SUITE 700
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TEL. [phone] FAX [phone]
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MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
2 City Comments 01.15.21
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY: DSK
CHECKED BY: WLL/CCB
SCALE: 1" = 30'
EROSION
CONTROL PLAN -
PHASE 2
CE=202
FOR CONSTRUCTION ONLY

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;3P.COM
1007, C-390
kN INSTITUTE OF ARCHITECTS
- RIGHTS RESERVED
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:ion Date
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2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
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MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
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PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
2 City Comments 01.15.21
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY: LWH / DSK
CHECKED BY: WLL/CCB
SCALE: 1" = 30'
GRADING AND
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rvrt CONSTRUCTION ONLY

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2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
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PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
2 City Comments 01.15.21
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY: LWH
CHECKED BY: WLL/CCB
SCALE: 1" = 30'
GRADING PLAN
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phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
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PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
2 City Comments 01.15.21
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY: LWH
CHECKED BY: WLL/CCB
SCALE: 1" = 30'
DRAINAGE AREA
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LEGEND
SYMBOL DETAIL
POST -DEVELOPMENT DRAINAGE AREA /-
K % % x X x % %
X x X x , x 1 PROPOSED IMPERVIOUS AREA
xx
x x
GRASS/LANDSCAPE AREA
PCSG SUMMARY
0-M
11524 Wilmar Blvd
Charlotte, NC 28273
MSS Solutions
Office Addition &
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Bloc Design
2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
-/- phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
_Original Parcel I❑ Numbers}: ___________w--
Development Type.
120324103
I..____________...._..__—_.�.---------------- W W
I Commercial
Subject to PCSO? YIN �No
_......__-;._._._-- _._ _
If NO, why?Below
1....................................................................................._.......
BUA/Disturbance Thresholds
shed-
WaterWatershed:
Central Catawba
----------
Disturbed Area (ac):
---
4.63
Site Area (ac):
23.03
Total on -site Drainage Area (ac):
8.
Existing Built -upon -area (SF):
- -,.-.......----_...----........_._._._..------.-.............. .�.._._......._.
Existing BUA to be removed (SF):
1655,738
16,364
...�...... ..... .......m.._.._.
Existing BUA to remain (SF):
639,374
Proposed New BUA (SF).,
Proposed % BUA:
78.67%
Density (High / Low)
HIGH 2
Total Post -Project B-UA for site:
Development or Redevelopment?
642,894
evelopment
Required (ac):
0
-Natural-Area -
--------- -- -
Natural Area provided, total (ac):
10
Undisturbed Treed Natural Area Preserved (ac):
0
Total stream buffer protected on -site (ac):
--------------------------------------------------------------------------------
Transit Station Area? Y/N
0
--------------------------------
N
Distressed Business District? Y/N
Mitigation Type cif applicable}
N
N/A
Natural Area mitigation? Y/N
N
Buffer Mitigation? Y/N
IN
Total Phosphorous Mitigation? Y/N u
j N
-NI
i
PLAN NORTH
N
TRUE NORTH
SCALE: 1 "= 30'
0 15' 30' 60'
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
NC FIRM #: P-1007, C-390
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
2 City Comments 01.15.21
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY:
CHECKED BY: WLL/CCB
SCALE: 1" =50'
PCSO POST -
DEVELOPMENT
DRAINAGE AREA
PLAN
CG=1 04
S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763_CG-104_PCSO
Post -Development Plan.dwg, 1/20/2021 1:34:02 PM, emily west, Bloc Design
1 ' 2 1 3 1 4
5
1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES,
SIGNAGE, FLAGGERS, SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS
AND THE PUBLIC.
2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND CHARLOTTE WATER.
0
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PROP. 3" DOM. RPPA. REFER
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CONNECT TO
TO WATER NOTE 10.
ELECTRICAL LINE
\ I EXISTING IRR. LINE.
EXISTING 2 1 /2" DOM.
N 1 GFw
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PROP. 90°
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190$
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/�
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SCALE: 1" = 10'
FIRE PROTECTION SYSTEM NOTES:
1. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE PROVIDED A CLEAR SPACE OF TEN
FEET HORIZONTALLY AND VERTICALLY IN ALL DIRECTIONS. SITE COMPONENTS,
INCLUDING BUT NOT LIMITED TO, GAS METERS, ELECTRICAL TRANSFORMERS,
MECHANICAL EQUIPMENT AND VEHICLES CANNOT BE LOCATED WITHIN THIS SPACE.
2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE READILY VISIBLE AND NOT MORE
THAN FIFTY FEET FROM A STREET, APPROVED FIRE LANE, OR AREA PROVIDING
ACCESS TO FIRE DEPARTMENT APPARATUS. THE AREA BETWEEN THE CONNECTION
AND FIRE APPARATUS ACCESS SHALL BE FREE OF OBSTRUCTIONS.
3. THERE SHALL BE AN APPROVED PUMPER FIRE HYDRANT WITHIN TWO HUNDRED
FEET OF THE FIRE DEPARTMENT CONNECTION MEASURED ALONG AN APPROVED
PATH OF TRAVEL (DRIVEWAY, FIRE LANE, REINFORCED TURF, ETC.) FOR THE FIRE
APPARATUS. PATH OF TRAVEL MUST SUPPORT AN 80,000 POUND FIRE APPARATUS.
4. FIRE HYDRANTS SHALL BE EQUIPPED WITH A 5" STORZ CONNECTION.
5. FIRE APPARATUS MUST HAVE A CLEAR PATH 20 FEET WIDE AND 14 FEET OVERHEAD.
6. FIRE APPARATUS TURNING RADII IS 30 FEET INSIDE AND 42 FEET OUTSIDE.
7. REFER TO FIRE PROTECTION PLANS (BY OTHERS) FOR BUILDING FIRE PROTECTION
SYSTEM DESIGN.
8. ALL PIPING SHALL BE C900 PVC, UNLESS OTHERWISE NOTED. CONTRACTOR TO
PROVIDE SUBMITTALS TO BLOC DESIGN FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.
CHARLOTTE WATER CONNECTION NOTE:
APPLY FOR CLTWATER TO MAKE SERVICE CONNECTIONS TO EXISTING PUBLIC WATER
AND SEWER MAINS THROUGH THE NEW SERVICES SECTION. THE DEVELOPERS
CONTRACTOR IS NOT AUTHORIZED TO MAKE THE WATER AND SEWER SERVICE
CONNECTIONS.
WATER DISTRIBUTION NOTES:
1. PRIOR TO CONSTRUCTION, CONTRACTOR TO LOCATE UTILITY CONNECTION POINT(S)
AT BUILDING(S) BASED ON PLUMBING PLANS. NOTIFY BLOC DESIGN IMMEDIATELY OF
ANY DISCREPANCIES.
2. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,
HYDRANTS, FIRE DEPARTMENT CONNECTIONS, OR OTHER WATER USING
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER
AND ITS CLTWATER REQUIRED BACKFLOW PREVENTER.
3. ALL WATER LINES, VALVES, FITTINGS, ETC., SHALL BE INSPECTED BY THE CIVIL
ENGINEER. INSPECTION SHALL INCLUDE VISUAL OBSERVATION AND WILL INCLUDE
TESTING IF APPLICABLE. TESTING SHALL BE PER FEDERAL, STATE, LOCAL
REQUIREMENTS, OR PROJECT SPECIFICATIONS, WHICHEVER IS MORE RESTRICTIVE
OR HAS ULTIMATE JURISDICTIONAL AUTHORITY.
4. CONTRACTOR SHALL CONTACT THE COUNTY ASSIGNED PLUMBING INSPECTOR FOR
REVIEW OF WATER SYSTEM INSTALLATION PRIOR TO BACKFILLING TRENCHES.
5. ALL PIPING SHALL BE C900 PVC, UNLESS OTHERWISE NOTED. CONTRACTOR TO
PROVIDE SUBMITTALS TO BLOC DESIGN FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.
6. WATER LINES SHALL BE INSTALLED WITH A MINIMUM 36" COVER.
7. WATER LATERAL(S) ARE LEFT (5) FIVE FEET FROM BUILDING FACE. REFER TO
PLUMBING PLANS FOR CONNECTION POINTS. ALL CONNECTION MATERIAL BY
BUILDING CONTRACTOR.
8. ALL WATER VALVES MUST BE LOCATED IN GRASS / LANDSCAPE AREA OR ASPHALT
PARKING / DRIVES. VALVES ARE NOT ALLOWED IN CONCRETE SIDEWALK, PLAZAS,
ETC.
9. EACH CLTWATER BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED
BY A CLTWATER APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE.
10. PROPOSED 3" (DOMESTIC) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION
ASSEMBLY INSTALLED ABOVE -GROUND WITHIN INSULATED ENCLOSURE PER
CLTWATER REQUIREMENTS ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR
DISCHARGE WATER PER CLTWATER REQUIREMENTS SEE DETAIL #9 ON SHEET
CX-103.
C
EXISTING 2" D:AN:DPLUGS
C WATER METER LOCATED AT 11542 WILMAR BOULEVARD TO BE
2 DISMANTLED WATER (METER NO: 3 66385541, PREMISE # 1717-100). ALL PRIVATE
PIPE CUTTING SHALL BE JUST BEHIND THE METER BOX (BLDG SIDE) AND
COMPLETED SITE CONTRACTOR.
12. PROPOSED 10" (FIRE) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION
ASSEMBLY INSTALLED ABOVE -GROUND WITHIN HEATED ENCLOSURE PER CLTWATER
REQUIREMENTS ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER
PER CLTWATER REQUIREMENTS SEE DETAIL # 9 ON SHEET CX-103.
13. TAMPER SWITCHES TO BE INSTALLED ON GATE VALVE OF PROPOSED 10" FIRE LINE
BACKFLOW PREVENTION ASSEMBLY. METER NO: 107251251, PREMISE NO. 1717-140.
SANITARY SEWER NOTES:
1. PRIOR TO CONSTRUCTION, CONTRACTOR TO LOCATE UTILITY CONNECTION POINT(S)
AT BUILDING(S) BASED ON PLUMBING PLANS. NOTIFY BLOC DESIGN IMMEDIATELY OF
ANY DISCREPANCIES.
2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NCDEQ GRAVITY SEWER
MINIMUM DESIGN CRITERIA AND THE NORTH CAROLINA PLUMBING CODE DESIGN
CRITERIA.
3. SEWER LATERAL(S) ARE LEFT (5) FIVE FEET FROM BUILDING FACE. REFER TO
PLUMBING PLANS FOR CONNECTION POINTS. ALL CONNECTION MATERIAL BY
BUILDING CONTRACTOR.
4. SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF 1.04% AND SHALL NOT EXCEED
A SLOPE GREATER THAN 10.00%. ALL INSTALLED SANITARY SEWER LINES MUST BE
0.60% SLOPE OR GREATER.
5. CONTRACTOR SHALL CONTACT THE COUNTY ASSIGNED PLUMBING INSPECTOR FOR
REVIEW OF SANITARY SEWER "LATERAL" INSTALLATION PRIOR TO BACKFILLING
TRENCHES.
6. ALL SANITARY SEWER LINES MUST BE AS -BUILT SURVEYED PRIOR TO ACTIVATION.
6.1. SURVEY SHALL NOT BE COMPLETED UNTIL TRENCH IS BACKFILLED FOR AT
LEAST 30 DAYS. IF CONSTRUCTION SEQUENCING DOES NOT ALLOW THE
REQUIRED 30-DAY WAITING PERIOD, IT IS ACCEPTABLE FOR THE TRENCHES TO
BE TESTED BY A LICENSED GEOTECHNICAL ENGINEERING FIRM VERIFYING THE
BACKFILLED TRENCH WAS COMPACTED TO AT LEAST 95% MAXIMUM DENSITY.
6.2. CONTRACTOR SHALL PROVIDE AS -BUILT SURVEY OF MANHOLE AND PIPE
INVERTS, PIPE SLOPES, PIPE MATERIALS, DEVIATIONS FROM PLANS, UTILITY
CROSSING INFORMATION, ETC. SURVEY SHALL BE CERTIFIED BY A REGISTERED
PROFESSIONAL SURVEYOR AND SUBMITTED TO BLOC DESIGN FOR REVIEW AND
CERTIFICATION.
4. CLEANOUTS PLACED WITHIN PEDESTRIAN PATHS (SIDEWALKS, PLAZAS, ETC.) SHALL
BE EQUIPPED WITH A BRASS COVER. BRASS COVER TO BE FLUSH WITH FINAL GRADE.
5. WHEN THE WATER MAIN IS ABOVE THE SANITARY SEWER, BUT WITH LESS THAN 24"
CLEARANCE, OR WHEN THE SANITARY SEWER IS ABOVE THE WATER MAIN, BOTH THE
WATER AND THE SANITARY SEWER LINE SHALL BE CONSTRUCTED OF FERROUS
MATERIAL WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM
LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 FEET ON
EACH SIDE OF THE CROSSING.
CT
ORO 0
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N
VICINITY MAP N.T.S.
SURVEY DISCLAIMER
TOPOGRAPHIC SURVEY DATED APRIL 21, 2020 PROVIDED BY
CAROLINA SURVEYORS, INC. P.O. BOX 267, PINEVILLE, NC, 28134
LEGEND
SYMBOL
' EXISTING WATER MAIN
_SS_ EXISTING SAN. SWR. LINE & MANHOLE
W PROPOSED WATER SERVICE
10FL PROPOSED 10" FIRE PROTECTION LINE
SSMH
( SS - PROPOSED SAN. SWR. LINE & MANHOLE
SS - PROPOSED SAN. SWR. LATERAL & CLEAN -OUT
SSCO
Wv PROPOSED WATER GATE VALVE (GV)
N PROPOSED POST INDICATOR VALVE (PIV)
rmPROPOSED
�
WATER METER
---
PROPOSED BACKFLOW PREVENTER
�M55�
I11524 Wilmar Blvd
Charlotte, NC 28273
MSS Solutions
Office Addition &
Renovations
DETAIL
Bloc Design
2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
/ phone: [phone]
/ www.bloc-nc.com
landscape architecture I planning I civil engineering
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
/ TEL. [phone] FAX [phone]
WWW.LS3P.COM
0
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U) \ ° " ee a CROSSING a • r \ X
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PROP. 266.58 LF OF 6" PVC @ 0.60% INV IN: 642.10 III CROSSING CROSSING
INV OUT: 642.00
CROSSING
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G' 7
1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES,
SIGNAGE, FLAGGERS, SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS
AND THE PUBLIC.
2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND CHARLOTTE WATER.
�`"ti Q�GFESSIp�O�fa��r'
SEAL Y
35711
GIN
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NC FIRM #: P-1007, C-390
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No.
Description
Date
1
Cycle 1 Comments
12-11-202
City Comments
01-15-202
2
Cycle 2 Comments
01-15-202
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY: LWH
CHECKED BY: WLL/CCB
SCALE: 1" = 20'
WATER
DISTRIBUTION
AND SANITARY
SEWER PLAN
cumi 01
S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763_CU-100_Utility
Plan.dwg, 1/22/2021 12:50:58 PM, david klausman, Bloc Design 1
2
3 4 5 6 FOR CONSTRUCTION ONLY

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11524 Wilmar Blvd
Charlotte, NC 28273
MSS Solutions
Office Addition &
Renovations
Bloc Design
2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
Q`�'GFESS/p'�`fa��r'
SEAL
35711
S. KLp�
11/Ili1110\f ISPI
NC FIRM #: P-1007, C-390
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
2 City Comments 01.15.21
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY: LWH
CHECKED BY: WLL/CCB
SCALE: 1" = 30'
INTERSECTION
SIGHT DISTANCE-
DRIVEWAY #1
Ct=1 01�
rvrt CONSTRUCTION ONLY

PLANT SCHEDULE LP-101
PLANT SCHEDULE - PLAZA ENLARGMENT
0-M 6
TREES
QTY
COMMON NAME
BOTANICAL NAME
SIZE
CAL
HT
SPAC
OKLH
21
Oklahoma Redbud
Cercis canadensis 'Oklahoma'
B & B
2"Cal
6' MIN.
A.I.
SPIR
9
Crimson Spire Oak
Quercus robur x alba 'Crimson Spire'
B & B
2" MIN.
10' MIN.
A.I.
BOSQ
9
Basque Elm
Ulmus parvifolia 'Bosque'
B & B
2" MIN.
8' MIN.
A.I.
VITX
6
Chaste Tree
Vitex agnus-castus
15 gal
2" MIN
6' MIN.
A.I.
SHRUBS
QTY
COMMON NAME
BOTANICAL NAME
SIZE
CAL
HT
SPAC
VJDM
48
Vintage Jade Distylium
Distylium myricoides 'Vintage Jade'
3 gal
N/A
18" MIN.
4' o.c.
LORO
43
Crimson Fire Loropetalum
Loropetalum chinense rubrum 'Crimson Fire'
3 gal
N/A
18" MIN.
36"
E
GROUND COVERS
QTY
COMMON NAME
BOTANICAL NAME
SIZE
CAL
HT
SPAC
PHLX
171
Flame White Eye Garden Phlox
Phlox paniculata 'Barsixty TM
6" pot
N/A
N/A
12" o.c.
TURF
QTY
COMMON NAME
BOTANICAL NAME
SIZE
CAL
HT
SPAC
FESC
1,734 sf
Tall Fescue
Festuca elatior
SF
N/A
N/A
A.I.
F .1
Ic
t `
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TREES
QTY
COMMON NAME
BOTANICAL NAME
SIZE
CAL
HT
SPAC
SANG
1
Coral Bark Maple
Acer palmatum 'Sango Kaku'
B & B
2" MIN
8' MIN
A.I.
WILL
1
Flamingo Willow
Salix integra 'Flamingo'
B & B
1.5" MIN.
4' MIN.
A.I.
SHRUBS
QTY
COMMON NAME
BOTANICAL NAME
SIZE
CAL
HT
SPAC
ABEL
7
Radiance Glossy Abelia
Abelia x grandiflora 'Radiance'
3 gal
N/A
24" MIN.
A.I.
JBOX
9
Jewel Box Distylium
Distylium myricoides'Jewel Box'
3 gal
N/A
12" MIN.
30" o.c.
VJDM
7
Vintage Jade Distylium
Distylium myricoides'Vintage Jade'
3 gal
N/A
18" MIN.
4' o.c.
GARD
13
Frostproof Gardenia
Gardenia jasminoides 'Frostproof'
3 gal
N/A
24" MIN.
48"
LORO
21
Crimson Fire Loropetalum
Loropetalum chinense rubrum 'Crimson Fire'
3 gal
N/A
18" MIN.
36"
ADAG
7
Adagio Eulalia Grass
Miscanthus sinensis 'Adagio-
3 gal
N/A
24" MIN.
36"
MUHL
9
Pink Muhly
Muhlenbergia capillaris 'Pink Cloud'
1 gal
N/A
18" MIN.
24" o.c.
GROUND COVERS
QTY
COMMON NAME
BOTANICAL NAME
SIZE
CAL
HT
SPAC
ANNL
27
Seasonal Annuals
flat
N/A
N/A
A.I.
GATE
10
Heaven's Gate Tickseed
Coreopsis x'Heaven's Gate'
6" pot
N/A
N/A
18" o.c.
CSTR
50
Li'I Bang Starlight Tickseed
Coreopsis x'Li'I Bang Starlight'
6" pot
N/A
N/A
12"
LIRI
77
Monroe's White Lilyturf
Liriope muscari 'Monroe's White'
6" pot
N/A
N/A
18" o.c.
PHLX
43
Flame White Eye Garden Phlox
Phlox paniculata'Barsixty' TM
6" pot
N/A
N/A
12" o.c.
#7 1524
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VICINITY MAP
SURVEY DISCLAIMER
N.T.S.
TOPOGRAPHIC SURVEY DATED APRIL 21, 2020 PROVIDED BY
CAROLINA SURVEYORS, INC. P.O. BOX 267, PINEVILLE, NC, 28134
LEGEND
SYMBOL DETAIL
a� EXISTING TREE /-
• PROPOSED TREE 3/CX-102
O
QPROPOSED SHRUBS 4/CX-102
O O
PROPOSED GROUND COVER 7/CX-102
PROPOSED GROUND COVER 7/CX-102
PLANTING NOTES:
1. ALL PLANT MATERIAL & INSTALLATION TECHNIQUES SHALL CONFORM TO THE LATEST
STANDARDS BY THE AMERICAN ASSOCIATION OF NURSERYMAN, INC.
2. CONTRACTOR SHALL COORDINATE PLANTING PLAN WITH ALL CIVIL DRAWINGS AND
LOCATE ALL UNDERGROUND UTILITIES PRIOR TO PLANTING.
3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES ON PLANS.
DRAWINGS SHALL RULE OVER PLANT SCHEDULES.
4. HEIGHT AND/OR WIDTH OF PLANT MATERIAL SUPERCEDES CONTAINER SIZE.
5. CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, ROCKS OVER 1" IN
DIAMETER, AND ALL CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND
OTHER DELETERIOUS MATTER WHICH WOULD BE HARMFUL, OR PREVENT PROPER
ESTABLISHMENT AND/OR MAINTENANCE OF PLANTING AREAS.
6. CONTRACTOR SHALL REMOVE TOP 4" OF EXISTING SOIL WITHIN PLANTING BEDS AND
REPLACE WITH PRECONDITIONED SOIL WITH APPROPRIATE PERCENTAGE OF
ORGANIC CONTENT FOR OPTIMUM DRAINAGE SUCH AS "GARDEN MAX" SOILS FROM
SITEONE MATERIALS, OR AN APPROVED EQUAL. CONTRACTOR TO TILL IN AMENDED
SOIL IN ALL BEDS TO A DEPTH OF 12"-18".
7. PLANTER BACKFILL SOIL SHALL BE A PRE -CONDITIONED SOIL WITH APPROPRIATE
PERCENTAGE OF ORGANIC CONTENT FOR OPTIMUM DRAINAGE SUCH AS "GARDEN
MAX" SOILS FROM SITEONE MATERIALS, OR AN APPROVED EQUAL.
8. CONTRACTOR SHALL MOUND ALL PARKING LOT ISLANDS TO 6" ABOVE BACK OF CURB
AT THE CENTER OF ISLAND. CONTRACTOR SHALL SUPPLY AND PLACE ADDITIONAL
TOPSOIL IF NECESSARY FOR MOUNDING AS INDICATED ON CONSTRUCTION
DOCUMENTS.
9. ALL ANNUAL/PERENNIAL BEDS SHALL BE AMENDED BY THE CONTRACTOR PER THE
SPECIFICATIONS AND RAISED 6" ABOVE EXISTING OR PROPOSED GRADE.
CONTRACTOR SHALL PROVIDE TOPSOIL AS REQUIRED TO RAISE GRADES.
10. ALL ANNUAL BEDS DESIGNATED ON THE PLANTING PLAN SHALL BE DESIGNED AND
INSTALLED PER THE LANDSCAPE CONTRACTOR'S DISCRETION DURING THE
APPROPRIATE SEASON AT TIME OF PLANTING (WARM OR COOL SEASON) WITH INPUT
AND APPROVAL FROM OWNER OR ITS REPRESENTATIVES.
11. CONTRACTOR SHALL MULCH ALL LANDSCAPE BEDS WITH 1.5-2" THICK DOUBLE
HAMMERED HARDWOOD MULCH.
12. ALL IRRIGATION SHALL BE DESIGN -BUILD BY THE LANDSCAPE CONTRACTOR. FINAL
DESIGN SHALL BE PROVIDED TO BLOC DESIGN FOR REVIEW
13. ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE
SEEDED BY THE CONTRACTOR.
14. CONTRACTOR SHALL RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL
INSTALLATION.
15. CONTRACTOR SHALL REPAIR ANY PAVERS OR HARDSCAPE DAMAGED DUE TO PLANT
MATERIAL INSTALLATION AT NO CHARGE TO OWNER.
16. ALL CHANGES OR FIELD SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE
ARCHITECT.
PLANTING REQUIREMENTS:
OTAL IMPERVIOUS: 656,252 SF
10% FOR LANDSCAPING AND TREE PLANTING: 65,625 SF
1 LARGE MATURING TREE PER 10,000 SF IMPERVIOUS: 66 TREES REQUIRED
22 PROPOSED LARGE MATURING TREES PROVIDED (84 SURVEY EXISTING-)
*REMAINING REQUIRED TREES LOCATED IN EXISTING TREE CANOPY IN REAR OF
PROPERTY. APPROXIMATELY 36,900 SF OF DENSE TREE CANOPY TO REMAIN. SEE
LP-102 FOR LOCATION. <
TOTAL STREET FRONTAGE: 611 LF
1 LARGE MATURING TREE PER 25 LF: 25 TOTAL TREES REQUIRED
25 PROPOSED SMALL MATURING TREES PROVIDED (2 EXISTING)
REQUIRED BUFFER: NONE REQUIRED
SEE SHEET LP-102 FOR MASTER PLANT
SCHEDULE.
SEE SHEET LP-102 FOR URBAN
FORESTRY NOTES.
PLAN NORTH TRUE NORTH
N �
SCALE: 1 "= 30'
0 15' 30' 60'
M7) Pan •
UCDad�C]
E�
1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES,
SIGNAGE, FLAGGERS, SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS
AND THE PUBLIC.
2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND CHARLOTTE WATER.
11524 Wilmar Blvd
Charlotte, NC 28273
MSS Solutions
Office Addition &
Renovations
Bloc Design
2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
\`\\CCoiCAROc/���'//
\A
2O•��� 9P5 •.7
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1-1 -2020
NC FIRM #: P-1007, C-390
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
2 City Comments 01.15.21
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY:
CHECKED BY: WLL/CCB
SCALE: 1" = 30'
LANDSCAPE
PLAN
LP=1 01
S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763_LP-100_Landscape
Plan.dwg, 1/26/2021 8:53:02 AM, dennis terry, Bloc Design
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S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763_LP-100_Landscape
Plan.dwg, 1/26/2021 8:54:12 AM, dennis terry, Bloc Design 1
PLANT SCHEDULE LP-102
MASTER PLANT SCHEDULE
TREES QTY COMMON NAME BOTANICAL NAME SIZE CAL HT SPAC TREES QTY COMMON NAME BOTANICAL NAME SIZE CAL HT SPAC
TULP 4 Hybrid Tulip Tree Liriodendron chinense x tulipifera B & B 2" MIN 8' MIN A. 1. SANG 1 Coral Bark Maple Acer palmatum 'Sango Kaku' B & B 2" MIN 8' MIN A. 1.
TURF QTY COMMON NAME BOTANICAL NAME SIZE CAL HT SPAC OKLH 21 Oklahoma Redbud Cercis canadensis'Oklahoma' B & B 2"Cal 6' MIN. A. 1.
/4/ FESC 2,936 sf Tall Fescue Festuca elatior SF N/A N/A A. 1.
TULP 4 Hybrid Tulip Tree Liriodendron chinense x tulipifera B & B 2" MIN 8' MIN A. 1.
36,900 SF OF DENSE TREE
CANOPY TO REMAIN.
SPIR 9 Crimson Spire Oak Quercus robur x alba 'Crimson Spire' B & B 2" MIN. 10' MIN. A. 1.
WILL 1 Flamingo Willow Salix Integra 'Flamingo' B & B 1.5" MIN. 4' MIN. A. 1.
BOSQ 9 Bosque Elm Ulmus parvifolia'Bosque' B & B 2" MIN. 8' MIN. A. 1. PGE
GOP,
VITX 7 Chaste Tree Vitex agnus-castus 15 gal 2" MIN 6' MIN. A. 1.
SHRUBS QTY COMMON NAME BOTANICAL NAME SIZE CAL HT SPAC
ABEL 7 Radiance Glossy Abelia Abelia x grandiflora 'Radiance' 3 gal N/A 24" MIN.
z �< SITE
JBOX 9 Jewel Box Distylium Distylium myricoides'Jewel Box'3 gal N/A 12" MIN. 30" o.c. z oIZD o
r-
v
VJDM 55 Vintage Jade Distylium Distylium myricoides 'Vintage Jade' 3 gal N/A 18" MIN. 4' o.c. �^
.GARD 13 Frostproof Gardenia Gardenia jasminoides'Frostproof' 3 gal N/A 24" MIN. 48"
W W W W W Y W W W W
W W W W W W I LORO 64 Crimson Fire Loropetalum Loropetalum chinense rubrum 'Crimson Fire' 3 gal N/A 18" MIN. 36"
W W W W W W W W W W W W W W
W W W W W W W W W W I W W W W W W W
ADAG 7 Adagio Eulalia Grass Miscanthus sinensis 'Adagio' 3 gal N/A 24" MIN. 36"
W W W W W W W W W W W I W /V/ W W W W W W W W `Y W `
W W W W W W W W W W W W WI I MUHL 9 Pink Muhly Muhlenbergia capillaris'Pink Cloud' 1 gal N/A 18" MIN. 24" o.c.
W W W W W W W W W W W W W I IW W W W W W W W W W W W WY IN
W W W W W W W W W W { W W W W W W W W W W W W WY W W I GROUND COVERS QTY COMMON NAME BOTANICAL NAME SIZE CAL HT SPAC
W W W W W W W W W W W W I W W W W W W W W W W W- W W W W W W ANNL 27 Seasonal Annuals flat N/A N/A A. 1. VICINITY MAP N.T.S.
W �� W �I( W W W W W -- --- 1
`� • GATE 10 Heaven's Gate Tickseed Coreopsis x' Heaven's Gate' 6" pot N/A N/A 18" D.C.
W W W W W W W W W W W W W W W W W W W W W W W W W Wes= W W W WY ----- O \,\ SURVEY DISCLAIMER
CSTR 50 Li'I Bang Starlight Tickseed Coreopsis x Li'I Bang Starlight' 6" pot N/A N/A 12"
W W W W W W W W W W W W W W W W W W W W W W TOPOGRAPHIC SURVEY DATED APRIL 21, 2020 PROVIDED BY
LIRI 77 Monroe's White Lilyturf Liriope muscari 'Monroe's White' 6" pot N/A N/A 18" D.C. CAROLINA SURVEYORS, INC. P.O. BOX 267, PINEVILLE, NC, 28134
® W W W W W W W W W W W W Y W W W W W W W W W Y W W W W W W W I PHLX 214 Flame White Eye Garden Phlox Phlox paniculata 'Barsixty' TM 6" pot N/A N/A 12" o.c.
W W W W W WL W W W W W W W W W W W W W W W W I W W W W W W W W W W
`Y W W W W W W W W W WY W W W I W W W WY W W W IV W W W W W W W W W W X O
W W W W W W W W W W W W W W W W W W W W W I W W W W W W W W X TURF QTY COMMON NAME BOTANICAL NAME SIZE CAL HT SPAC N/A N/A A.I. SEE SHEET LP-1 01 FOR SHEET LEGEND.
`�W W W WY W W W W W W W W W W I W W W W W W W W W W W W W W W W W I FESC 4,670 sf Tall Fescue Festuca elatior SF
yV W W W W W W W W W W W W W Jlt W W W W W W W W W W W W W W W W W W X O
W W W W W W W W W W W W W IIIW
SEE SHEET LP-101 FOR PLANTING
W W W W W W W W W W W W W O -O
W W W W W W W W W W W WY W W W W -•VW
NOTES AND PLANTING REQUIREMENTS.
X URBAN FORESTRY NOTES:
W W W W W W W W W W W W W W W W W W W WjF► W W W 1� W W W W W W W __ X /� X
OW(
W W W W W W W W W W W W W W W W W W W W 'DPI ttMlY W 1 4,W W W W W W I X PLANT MATERIAL
III-* (f).�O d W W
W' W W I W W . . W W W W I -- \ 1. MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER AND 8' TALL FOR SINGLE -STEM
W W W W W W W WY W W W W W W W W W W W W W TW W W W W W W .� .� TREES. ALL MULTI -STEM PLANTS MUST BE TREE
W W W W W W W W W W W W W W W W W WI W W WYj �- O W W I W W W W W W W\ FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8' TALL. WHERE 3" SINGLE -STEM
W W W W W W W W W W W W W W W W W W IW W W W I� �iAW W WI W W W W W W W
�, CALIPER TREES ARE SPECIFIED/REQUIRED THE MINIMUM HEIGHT SHALL BE 10' TALL,
O O IF MULTI -STEM TREES ARE SPECIFIED THEN THEY SHALL BE A MINIMUM OF 12' TALL.
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
--_° 2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS
INTACT TO THE TOP OF THE CROWN UNLESS MULTI -STEM TREES ARE SPECIFIED. ALL
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W REQUIRED TREES SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE
NORMAL GROWTH HABITS, HAVE WELL -DEVELOPED BRANCHES, BE VIGOROUS AND
-
I 1 �-i I O - �I I HAVE FIBROUS ROOT SYSTEMS. TREES WITH CO DOMINANT BRANCHING WILL NOT
BE ACCEPTED. TREES THAT HAVE BEEN SHEARED, TOPPED OR CUT BACK TO
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W � I
MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE
FREE OF ABRASIONS, DAMAGE, DISEASE, PESTS AND CRACKS. ALL PRUNING CUTS
W W W W W W W W W W W W W W W W W W W 'W W W W W W W W WI W W W W W� �. �, ,� 1 GREATER THAN'/z INCH DIAMETER SHALL HAVE CALLUS TISSUE FORMED PRIOR TO
W W WY W W W W W W W W W W W W W W W 1 W W W W W W W W /I W O PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF THE
W W W W W . W W W W W W .y/)n.-.TF/�-+�/(��ISy/kRN�\�C/�.M..J�DR Y � .v W W W W W W V DIAMETER OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE.
/YLI �Y / lO/ Y POND*
Y©� W W W WY W W'/ ROOT FLARES SHALL BE LOCATED AT GRADE. TREES WITH MORE THAN 2" OF SOIL
W W W W W W W W W W W W WY W W W W W W W W W
W W W W W W W W W W I COVERING THE ROOT BALL/FLARE FROM WILL NOT BE ACCEPTED (CLDS.40.09).
W W W W W W W W W W W W W W W W W Y W W W W W W W W W W W W W W W W W W W W W W W I ° I
W W W W W W W W W W W W W W W W W W W W \ W W W W W X W W WY
'� W W W W W W W W W W
W W W W W W W W W W W W W W W W W ° O 3. SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS, AND SIZE OF ROOT BALLS SHALL BE
W W W W W W W W W W W W W W W WY W W W W W w- W W W W W W W W W _yam W W W W W W W W W W IN ACCORDANCE WITH ANSI Z60.1 (LATEST EDITION) AS PUBLISHED BY THE
W W W W W W W W W W W W W W W W W W W W W W W WY W W W W WY I
W W W W W W W W .� .� I I AMERICAN NURSERY &LANDSCAPE ASSOCIATION, EXCEPT WHERE
W W W W W W W W WY W W W W W W W W W W W W W W W W W W W W W W
.� .� W W W W W W W W SPECIFIED/AUTHORIZED BY URBAN FORESTRY.
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I I W W W W W W W W W W I
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I I I
4. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I I W W W �Y W W W W W W I I
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W IN SIZE AND CONFIGURATION.
I I W W W W W W W W W W W O
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 5. PERIMETER TREES IN URBAN ZONES SHALL BE 3" IN CALIPER AND BE FREE OF
W W W W W W W W W W W W W W W W `Y W W W W W W W W W W W I I W W W W W W W W W W I BRANCHES UP TO 6' FROM THE TOP OF THE BALL.
AREA SCRAPED OF GRAVEL TO BE FILLED
W W W W W W W W W W W W W W W W W W Y W W W W W W W I I W W W W W W W W W W WITH SITE STRPPNGS/TOPSOIL REMOVAL.6. A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORE
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W �.
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I I W W WY W W W W W W AREA TO BE SEEDED WITH TURF GRASS. I I THAN 20 TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE (3 OR MORE) SPECIES
W W W W W W W W W W W W W W W W W W W W W W W W W W I I W W W W W W W W W W 1 / PURSUANT TO THE TREE ORDINANCE GUIDELINES.
W W W W W W W W W W W W W W W W W W W 7. 75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS
W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W I
W W W W W W W W W W W W W W W W WY W W W W W W W W I I W W W W W W W W W W W I V
WITH OVERHEAD POWER LINE CONFLICTS.
W W W W W W W W W W I I
PLANTING REQUIREMENTS
W W W W W W W W W W W
W W WY W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 2 \ 1 1 // 8. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE CLDS 40.01
6O' TREE RADIUS, TYP. FOR APPROVED STAKING METHOD/MATERIALS.
W W W W W W W W W Y W W W W W W Y W W W W W W W W I I W W W W W W W W W W I
W W W W W W W W W W W W W W W W W W W W W W W I W W W W W W W W W W W
I TULP - (4) /
W W W W W W W W W W W W W W W W W W W W W I W W W W W W W W �Y W W W W W W W W 1 / 9. ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND
W W W W W Y W W W W Y W W W W W W W W W W W W I
W W W W W W W W W W WY W W W W WY W W W W W W W W W W .� - I REMOVED FROM ROOT BALL WHEN PLANTING.
W W W W W W W W W W W W W W W W W W W W W W W W W 10. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND
W W W W W W W W W I /
W W W W W W W W W W I I W W W W W W W W W W I 1 CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR
TILL AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX
I I
W W W W W W W W EXISTING DRY DETENTION POND TO BE ,I,I W , W , W , W , W , W I� , // STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET).
RESEEDED AND STRAWED IN MARCH -MAY
OR SEPTEMBER-NOVEMBER..i W W W W W W W W W W / /! I 11. TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY
ARBORIST AND/OR NCDOT.
W W W W W 12. REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES AT:
HTTP://LANDPERMITS.CHARMECK.ORG ,THEN CLICK TREES.
JI W W W W W W W W W
UTILITY ISSUES
W 4, W I / j/ �✓✓✓ I i 13. IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S) OR TREE
/ SAVE AREA(S), CALL URBAN FORESTRY SPECIALIST TO RESOLVE PRIOR TO UTILITY
INSTALLATION.
i W I IW W W W W W W W W W W W y WIW W W W I 1 IG 14. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER
DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR
SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
/ / \ W I IY W W W W W W I
15. IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER TO
I I /
C RESOLVE BEFORE PLANTING.
16. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15'
/ / I FROM ALL UNDERGROUND UTILITIES.
W W I I I W WY W \ I I I
17. OLIGHT POLES, UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE
ANDS.
W W W
I
C 18. COMMERCIAL SCALE LIGHTING (> 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE
EXISTING TREES TO REMAIN / I EXISTING TREES TO REMAIN I 1 I OF 30' FROM A TREE. PEDESTRIAN SCALE LIGHTING (s 15' IN HEIGHT) MUST BE A
TO SATISFY CITY OF CHARLOTTE C MINIMUM DISTANCE OF 15' FROM A TREE.
TO SATISFY CITY OF CHARLOTTE/ I TREE ORDINANCE REQUIREMENTS (TY .)
TREE QRDINANCE REQUIREMENTS (TYP.) I I I TREE SAVE AND PROTECTION
19. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR
to \ I/ 1 I TO STARTING ANY CONSTRUCTION ACTIVITY.
I 20. SHOW TREE PROTECTION AND TREES SAVE AREAS ON EROSION CONTROL, GRADING
AND LANDSCAPE PLAN SHEETS.
- I
rr-- 1 21. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE
\ / ZE I / \ 1 MECKLENBURG COUNTY REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS
3 CAN BE RELEASED. A 10' NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE
REFERENCED ON THE PLAT.
1
22. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA
S \ O PROPOSED FOR TREE SAVE CONTAINS INVASIVE PLANT SPECIES AT TIME OF
1 PROPOSAL, SUCH INVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL CO.
/ ALL ISLANDS TO BE SEEDED
WITH FESCUE GR SS. �:� 0 23. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE
I \ I I COUNTED TOWARD THE TREE SAVE REQUIREMENT. I q \
24. ANY ALTERATIONS TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT
MECHANIZED EQUIPMENT.
I VVV / I
25. NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE AREAS UNLESS
APPROVED BY URBAN FORESTRY.
26. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE
II PERMITTED BY THE CITY ARBORIST [phone].
1 1 I 27. CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP, MACHINERY
OPERATION OR TEMPORARY BUILDING ERECTION THAT MAY IMPACT CHARLOTTE
TREE ORDINANCE PROTECTED TREES OR TREE SAVE AREAS, INCLUDING TREES
/ I LOCATED IN STREET RIGHT OF WAY. IMPACTS MAY INCLUDE BUT ARE NOT LIMITED
EXISTING TREES TO RE IN \ ' I TO: ENCROACHING WITHIN TREE DRIP -LINES, EXCAVATION, SOIL COMPACTION, TREE
TO SATISFY CITY OF CHARL TTE - q
TREE ORDINANCE REQUIREMENTS ( YP.) I � � I � TRIMMING, ERECTING AND DISMANTLING OF CONSTRUCTION CRANES.
II \ GENERAL
28. SUBMIT REQUIRED CO/HOLD RELEASE FORM AT HTTP://CHARLOTTENC.GOV/LD FOR
\ o AN INSPECTION OF TREE PROTECTION/PLANTING AREAS, A MINIMUM OF 5 DAYS
I 1 BEFORE THE CO/HOLD RELEASE IS NEEDED.
/ q S I PLAN NORTH TRUE NORTH
N
I - / 9A ' 1
� II -w�� SCALE: 1 "= 30'
,I -
p - ~j
0 15' 30' 60'
\ \ \ I I \ L - - - LP-1011 1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES,
\\ \ \ SIGNAGE, FLAGGERS, SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS
\ \ AND THE PUBLIC.
\ NNE N 2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA
� ti
\ \ ` KEY MAP N.T.S. 6zDEPARTMENT OF TRANSPORTATION AND CHARLOTTE WATER.
2 1 3
4
5
MSS
11524 Wilmar Blvd
Charlotte, NC 28273
MSS Solutions
Office Addition &
Renovations
Bloc Design
2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
ICARO
5-
No. 1053ID'
mS=
1 /1 -2020 \
NC FIRM #: P-1007, C-390
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
2 City Comments 01.15.21
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY:
CHECKED BY: WLL/CCB
SCALE: 1" = 30'
LANDSCAPE
PLAN
LP=1 02
FOR CONSTRUCTION ONLY

E
In
C
0
R RECOMMENDED MINIMUM COMPACT PARKING SPACE PAVEMENT MARKINGS 1/6" GENERAL NOTES:
I SIGNAGE-�
1+ 1= �° ACCESSIBLE PARKING REQUIREMENTS (MUST NOT OBSTRUCT
4.e w w w fO ACCESSIBLE ROUTE) ACCESSIBLE ROUTE 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
1 11 �� M
r
EXISTING SIDEWALK PARKING ANGLE 90°
w w w °.'
•r a i °r '�°i r t•'' •r° i °• r r r� °'"r 1
W ! 1 W it
a
! f W O I- 4a (TWO WAY OPERATION ONLY)
T
I I °
r NOTES:
4 r 2' D KEY 18'-6" 26'-0" 18'-6" 18'-6" 23'-0" 17'-0" 16'-0' 21'-0" 15'-0" 1. FOR ACCESSIBLE PARKING
J �, 10 STANDARDS/SIGNAGE SEE STDS.
50.1OA, B, AND C.
CURB AND GUTTER
SIDEWALK TRANSITION DETAIL AT BACK OF CURB
Not to scale
R
FXII:�TINC, SIDFWAI K- r--\ -`Nx , " ,t
D
R
r
0'- 2. 9'
10'
4'
3'- 7. 9'
25'
19'
8'+
50'
44'
rn
W
m
m 2• PAVEMENT MARKINGS SHALL BE 4"
a o a
a
WHITE PAINT.
PARKING ANGLE 60° o 0
0 3
0 3. ALTERNATIVE PARKING ANGLES,
(ONE WAY OPERATION ONLY) w ¢
w a
w AISLE WIDTHS, AND OPERATION
0 1 0
1
0
1
(TWO-WAY ANGLED PARKING OR
J J
3
REVERSE -ANGLE PARKING) WILL
BE CONSIDERED BY CDOT ON A
3
3
CASE -BY -CASE BASIS.
20'-6" 16'-0" 18'-6"
18'-0" 16'-0" 16'-6"
15'-0"14'-0" 14'-0'
(SEE NOTE 2) °+ ; SIDEWALK AT 5 INTERVALS. ONE 1/2 EXPANSION JOINT WILL BE REQUIRED AT
b. INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION CONSTRUCTION JOINT IN
SEE STD. NO REQUIRED CURB. A SEALED 1/2" EXPANSION JOINT WILL BE QUIRED WHERE THE
50.09 FOR •. a : •• . • •..:
DIMENSIONS,F ® ® ® ® 4" a '' '' ' , •., SIDEWALK JOINS ANY RIGID STRUCTURE.
' '" ' � 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
NOTE 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
L ONE OUT OF EVERY ,° • ' •° "'' •: OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
SIX (6) ACCESSIBLE `P• .:'. 1. 4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
8' 1 8' 1 8' 1 5' 8 SPACES, BUT NOT +'
LESS THAN ONE, IS STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
REQUIRED TO BE VAN INTERSECTING STREETS.
VAN VAN CCTIONBLE' PER
ROF GROOVE JOINT IN SIDEWALK 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
ACCESSIBLE ACCESSIBLE NC STATE BUILDING 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SPACE SPACE CODE SUPERSEDE THESE STANDARD DIMENSIONS SHOWN. 524 Wllmar
(OPTION 1) (OPTION 2) 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
ENGINEER. Charlotte, NC
O © © B. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
1/8" RADIUS RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
MUTCD
VAN R7-sP Alo MUTCD FFIL01
ACCESSIBLE 12•x6' I, R7-1 _ a' 1/8" TO 1/4"
PARKING 12"x16 MUTCD ° • ..
R7-8
RESERVED12"x18" '
ANY 4" ' ° 9 • .: d
(\ /I (\ i � /1 � /I "�T � rPARkKk1(1NUG MUTCD
1. ALL ACCESSIBLE SIGNS (R7-SP, R7-8, R7-1, AND 50.10C) SHALL BE 12"x18 TIME '
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
1001 AND OVER
20 PLUS 1 FOR
EACH 100 OVER 1000
1 IN EVERY 6
ACCESSIBLE SPACES
REFERENCE: SECTION 1106 OF NC BUILDING CODE
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
$t6E
CROSS -SLOPE
4•
1.56%
5'
1.
1.67%
6'
1-1"
1.56%
8'
1-j"
1.56%
FMSS SOW
J a . / O m O m O m m MUTCD MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN �� ''��
c� J ° a a a Ir AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT
r - - - - - - - ry. �t . rn O to O cn o O OPTIONAL MAXIMUM Re n ovate c
O O O EXPECTED TO USE. ACCESIBLE CLDSM 50.10C JOINT FILLER 0 1.50% 2.00% MAX.
`NN
PARKING ANGLE 45° w LOADING PENALTY 12"x9• �i-I� em - )
�/' S O g O 2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED ZONE SIGN aam �ia50 1 ��
I �� (ONE WAY OPERATION ONLY) w w w AT LOADING ZONE AREA. MAINTAIN MIN. 4' WIDE CONTINUOUS PASSAGE /2" X V))
I I </ ,�'' 0 3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES. PENALTY CUBSM 50.10C TRANSVERSE EXPANSION ::=:':';:f °PROPOSED CURB & GUTTER
J J 12"x9"
I r 3 3 3 4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND esm �nw50 SEE STANDARD N0. 50.10C FOR JOINT I N SIDEWALK
L - - - - J - - - - DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SUPPLEMETAL SIGN DETAIL PROPOSED 4" CONCRETE SIDEWALK
R U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF
19'-6" 12'-O" 16'-6" 17'-6"12'-0" 16'-0 14'-0"12'-0" 13'-0_ TRANSPORTATION SUPPLEMENT AND NC BUILDING CODE FOR ADDITIONALINFORDETAILS SHOWING EXPANSION JOINTS
SIDEWALK TRANSITION DETAIL (PLANTING STRIP BOTH SIDES)
IN CONCRETE SIDEWALK
Not to scale
NOT TO SCALE NOT TO SCALE NOT TO SCALE
CITY OF CHARLOTTE • CITY OF CHARLOTTE
• CITY OF CHARLOTTE LAND DEVELOPMENT CITY OF CHARLOTTE
STANDARDS C! LAND DEVELOPMENT STANDARDS ACCESSIBLE PARKING AND LAND DEVELOPMENT STANDARDS CONCRETE SIDEWALKS LAND DEVELOPMENT STANDARDS SIDEWALK T R A N S I T I 0 N STD. NO, REV, PARKING STANDARDS N • REV. �, I INCLUDES CHARLOTTE ETJ SIGNAGE STANDARDS 50.10A 18 CHAli1A7'I E- INCLUDES CHARLOTTE ETJ 10.22 15
��TTm INCLUDES CHARLOTTE ETJ 10.2311 CRARtMTE_ INCLUDES CHARLOTTE ETJ 50.09A
PARKING STANDARDS (12 ACCESSIBLE PARKING STANDARDS 8 CONCRETE SIDEWALKS 4
Bloc E
2923 S. Tryon S
SECTION VIEW "VAN ACCESSIBLE"PARKING SIGNAGE SIGNAGE ELEVATION
WHERE REQUIRED, MAY BE ON SAME Charlotte,
SIGN PANEL AS INTERNATIONAL (oF anRKwc sTn
SYMBOL OF ACCESSIBILITY phone : 70
EDGE L 6" CONCRETE (4000 PSI) - BROOM WWW.blo(
THE NTeRNAnoNnNsvmeo oFuowG ccessleLEPARKING SIGN ,{��r ASPHALT PAVING FINISH UNLESS OTHERWISE NOTED
INCLUDING THE INTERNATIONAL
ACCESSIBILITY, 70 SQ. IN. MINIMUM, SYMBOL OF ACCESSIBILITY, 10
STANDARD MUTCD R7-8 SIGN (BOTH SO. IN. MINIMUM, STANDARD n
SIDES -WHERE APPLICABLE) N I'
MUTCD INIMUM,STAND landscape a architecture
7-8 SIGN (BOTH
SIDES -WHERE APPLICABLE) _ _ _ _ - _ _ _ WELDED WIRE FABRIC - 6X6 W1.4 X W1.4.
"$250 FINE MINIMUM"SIGNAGE, OR 3250 FINE MINIMUM" SIGNAGE, OR PLACED AT MIDPOINT OF CONCRETE
ALTERNATE FINE TEXT PER LOCAL ALTERNATE FINE TEXT PER LOCAL
AUTHORITY, MAY BE ON SAME SIGN AUTHORITY, MAY BE ON SAME SIGN - - - - - - - - - -
PANEL AS ABOVE SIGN. PANEL AS ABOVE SIGN.
- - - - - - - - - ° ° ° d
- - - - - - - - 6" COMPACTED AGGREGATE BASE COURSE ° ° ° ,d °
2" ROUND STEEL PIPE SET IN 2" ROUND STEEL PIPE SET IN CONCRETE. GUTTER PLAN ° - ° d °
CONCRETE. PIPE CLOSURE PIPE CLOSURE PLATE AT TOP OF TUBE. ° ° '
PLATE AT TOP OF TUBE. ASPHALT PAVING ° d ° °
WELL -DRAINED COMPACTED SUB -GRADE. ° d ° ° °
oz ° °
y "STEEL PIPE BOLLARD (FILL WITH NON
r SHRINK GROUT, ROUND TOP) WITH OSHA
O y YELLOW PLASTIC BOLLARD COVER.
wo 6" HIGH CURB
%
of
RE -MOLDED EXPANSION TAPER DOWN CURB
JOINT MATERIAL.
TO GUTTER LEVEL
ASPHALT IDEWALK.
PARKIN SEE DETAIL FOR I -I -I -I I -I I ■,
STALL � PAVING SECTION
L S
° +
e °
227 WEST TRADE ST
CHARLOTTE, NORTH
NOTE: TEL. [phone]
BOULA
PER BOLLARDD).). ,0 PQF4 THIS PAVEMENT SECTION DETAIL REFLECTS MINIMUM REQUIREMENTS BASED ON GEOTECHNICAL
• d a
REPORT PREPARED BY GEOSCIENCE, PROJECT CH2O-0116-GE, DATED NOVEMBER, 02, 2020. WWW.LS
24"0 CONCRETE FOOTER ELEVATION
BELOW FROST LINE (4'-0"
24" DIA MINIMUM).
�\ C
O�('. o•�PND
TYPE II MODIFIED DRIVEWAY 15 ACCESSIBLE PARKING BOLLARD SIGN 11 CURB TAPER DETAIL 7 HEAVY DUTY CONCRETE SECTION
=C: �No_1
ID'
•• W
a
i
NOTE:
�ry SUPPLEMENTAL VAN ACCESSIBLE SIGN (R7-8P) USED IF THERE IS ONLY 1.5% S9.5C (FINAL LIFT)
12' ` ONE REQUIRED ACCESSIBLE PARKING SPACE (MUST BE VAN ACCESSIBLE) 1.5% S9.5C (INITAL LIFT) 1-15-2'
6'-0" AND AT EACH ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE STD.
NO. 50.108)
i 2.5" ASPHALT CONCRETE INTERMEDIATE
11/2" 5'-9" 11/2"
_ -+- COURSE, TYPE 119.06
' VAN
ACCESSIBLE ~SIGN R7-8P (CLDSM 50.10B) 4.00' MIN. 11" COMPACTED AGGREGATE BASE 4.00' MIN. 111
A 1 5 MILL & OVERLAY COURSE OR 5" ASPHALT CONCRETE 1 5 MILL & OVERLAY
° •• •• • • • . • ° ° s MAXIMUM
.........................
RESERVED 's BASE COURSE TYPE B25 OB
PARKING
A.
A.
PENALTY "SIGN R7-8 _ SE
A 1/8" RADIUS
35
3/4" DIA. x 2'-6" �� F
4'-0' REINFORCING BAR $250 (TYPICAL) 'i,�� '• NG
°---------------
�+ $250 3/8" (TYPICAL) MAXIMUM ° °d °
Pd ° ° ° ° II, ,III, ,III, ,III, ,III III III III III III III III III III III III ,/lll)t
G S 2 0 - 3 7 . V ENALTY f SIGN CLDSM #50.10C ° ° ° - - - - - - -
° d ° ° ° °
6" 2'-0" - GS,_3,•, d EXISTING
FROM BACK OF
°
PARKING SPACE ° ° e° ° °
UNDISTURBED NC FIRM #: P-
1 1/2" 3" 1 AR d EXISTING ASPHALT BASE
° ° ° ° d ° UNDISTURBED COURSE MEMBERS OF THE AMERIC�
g LEGEND AND BORDER - GREEN a ° ° ° ° ° ° ° A EARTH
CO / GRADE BACKGROUND - WHITE tz n O °
COPYRIGHT 2021 ALL
SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6 .0 PRINTED OR ELECTRO
L Z V-6" DOCUMENTATION MAY
o IN ANY FORM WITHOU-
THIS PENALTY SIGN IS REQUIRED TO ACCOMPANY ALL R7-8 �' FROM LS3P ASSOCIATI
PARKING SIGNS ERECTED AFTER DECEMBER 31,1990 Lu
w FINISHED GRADE
•::a•
IIIIII � IIIIII:•'III I" _
r• .. IIIII�
I -III -III -III -III -I I -III -III -III -III- REVISIONS:
I1-I I I -I I I-I�----�-I� 3/4" DIA. x 2'-6" NOT TO SCALE NOTES:
I-III-III-III-III-� I -III -III -III -III -I REINFORCING BAR
III-" _I I �I-1 i III -III -I I' -III-� I I • CITY OF CHARLOTTE 1. PAVEMENT SECTION DETAIL TO BE REVIEWED AND APPROVED BY GEOTECHNICAL ENGINEER No. Descript
LAND DEVELOPMENT STANDARDS SUPPLEMENTAL ACCESSIBLE PRIOR TO ASPHALT PAVING. CONTRACTOR TO COORDINATE WITH OWNER'S GEOTECHNICAL 2 City Comr
SECTION A -A r . ENGINEER.
F- INCLUDES CHARLOTTE ETJ SIGN 50.1 OC 18
2. SURFACE COURSE SHALL BE PAVED AT ONE TIME INCLUDING TRENCH AND MILLED AREAS.
CONCRETE WHEEL STOP 14 SUPPLEMENTAL ACCESSIBLE SIGN 11 FLUSH CURB AND GUTTER 6 ASPHALT MILLING DETAIL 2
SIDEWALK ADJACENT TO HEAD -IN SIDEWALK BETWEEN TWO ROWS OF
OR BACK -IN PARKING SHALL BE HEAD -IN OR BACK -IN PARKING
AT LEAST 7 FEET WIDE. SHALL BE AT LEAST 9 FEET WIDE.
SURFACE COURSE
PARKING ON ONE SIDE OF A SIDEWALK PARKING ON BOTH SIDES OF A SIDEWALK c VAN 1/2" RADIUS s" 2'-0' TYPE S 9.513.
SIGN R7-8P �6' V-O'
t L ACCESSIBLE 3" RADIUS 1/2" RADIUS ��
1/8" RADIUS I 3• RADIUS
CONCRETE SIDEWALK CONCRETE SIDEWALK INTERMEDIATE COURSE
J(.) J(•)
I~ ~I RESERVED :°• [� e:
PARKING N °.. •.. • .. 1/8" RADIUS TYPE 119.00
V N°'' • ° • " COMPACTED AGGREGATE BASE COURSE LU
SIGN R7-8 °: , °
m PROJECT: 00763.
2'-6• U1
�V-6' WELL -DRAINED COMPACTED SUB -GRADE. <
m DATE: NOVEI
a+, : a4. : H STANDARD 2' 6" CURB AND GUTTER
C E Is FLO) L1'-6" STANDARD CURB AND GUTTER uj
W DRAWN BY: LWH
MAXIMUM CHECKED BY: WILL/C
-SIGN CLDSM #50.1 OC
:° a '° a $ I I I I I SCALE: NOT T
I-
*.: PARKING SPACE (TYP.) A. - PARKING SPACE (TYP.)
6" 1'-6• 6• 1•-6"
• ° ° Z 3" RADIUS VO 3" RADIL)
A o ° a'. ` a'. kfl2 FT .03 FT/FT
7' (MIN) r-" IrIIDD 9' (MIN) I R7-81P o �J
' v i „v, i Vvi�v - �••. /
(GUTTER NOT SHOWN) 6" HIGH CURB (TYP.)
NOTES: (GUTTER NOT SHOWN)
1. A 2-FOOT-WIDE PLANTING STRIP LOCATED AT THE BACK OF CURB CAN BE USED IN LIEU OF 2 FEET OF SIDEWALK WIDTH.
DIMENSIONS (INCHES)
v
,n
--
o
o
ur
cV
7
I
P
y a. ' .
a _' •• °• ' ,
cV
LL
I
♦ +ice. P
_`�` ':: • ' .' " '
a'--" d °
-�
I
A
B
c
D
E
I F
I G
H
J
K
L
12
8
3/8
3/8
1-1/2
1-1/2D
1/2
1D
2
4
1-1/2
I
-....
w FINISHED GRADE 2'-0".--I vJ r i / r i
2. PARKING AT ANY ANGLE OTHER THAN PARALLEL SHALL BE SUBJECT TO THIS STANDARD. .INCREASE SPACING 50%
D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
. 2'-0"
3. IF MONOLITHIC CURB &SIDEWALK IS USED, ADD 6" TO ALL DIMENSIONS (1' IF PARKING ON BOTH SIDES). SERIES D LETTERS STANDARD CURB Sc GUTTER 2'-0-
ASPHALT PAVING
NOTE
LIGHT
HEAVY
1. SURFACE COURSE
2"
1.50"
2. BINDING COURSE
-
U-2.50"
3. BASE COURSE
U-6"
0'-8"
SITE DET
4. WHEELSTOPS SHALL ONLY BE USED IN LIEU OF 2 FEET OF SIDEWALK WITH THE APPROVAL OF THE CITY AND WHEN EXISTING
CONDITIONS PREVENT CONSTRUCTION OF A 7-FOOT/9-FOOT SIDEWALK. WHEELSTOPS SHALL BE 6" HIGH, MADE OUT OF 3600-PSI
BACKGROAND BORDEIR�- GREEN
SLOPE FOR VARIABLE
SUPERELEVATION RATES
REINFORCED CONCRETE, AND ANCHORED WITH #5 OR GREATER REBAR (2' MINIMUM LENGTH). REBAR HOLES SHALL BE GROUTED
UND
NOTE:
UPON INSTALLATION. WHEELSTOPS SHALL BE PLACED AT 2 FEET FROM THE EDGE OF SIDEWALK OR OBSTRUCTION.
THIS PAVEMENT SECTION DETAIL REFLECTS MINIMUM REQUIREMENTS BASED ON GEOTECHNICAL
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
REPORT PREPARED BY GEOSCIENCE, PROJECT CH2O-0116-GE, DATED NOVEMBER, 02, 2020.
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
PARKING STANDARDS (CONTINUED) D_%
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
SUPPLEMENTAL VAN ACCESSIBLE
•
()
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
STANDARD CURB AND G U TT E R
■
x
CIWRLOTTE.
INCLUDES CHARLOTTE ETJ
150.09131 1
(7IARLOI"I'E-
INCLUDES CHARLOTTE ETJ
SIGN (R 7 - 8 P) 50.10 B 18
CHARLWTE_
INCLUDES CHARLOTTE ETJ
IL STD. NO. I REV.
0.17A
110
PARKING STANDARDS 13
VAN ACCESSIBLE SIGN r9i
STANDARD CURB AND GUTTER r5l
ASPHALT SECTION ri
SS
Blvd
28273
tions
lition &
ins
400
eWgn
reet, Suite 320
NC 28203
t-940-2883
nc.com
lanning I civil engineering
REET SUITE 700
CAROLINA 28202
FAX [phone]
3P.COM
1007,C-390
IN INSTITUTE OF ARCHITECTS
RIGHTS RESERVED
NIC DRAWINGS AND
NOT BE REPRODUCED
'WRITTEN PERMISSION
=S LTD.
on Date
rents 01.15.21
D1
ABER 20, 2020
CB
D SCALE
AILS
1101
S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763 CX-100 Site
Details.dwg, 1/14/2021 11:25:20 AM, emily west, Bloc Design 1
1 2 1 3
1 4
1 5 1 6 F O R C'. O N S T R 1 1 C'_ T 10 N O N I Y

E
C
0
C�
NOTES:
[PR
APPROVED TREE \ 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. I SPACING VARIES
SERVATION PLAN FOR 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. SEE LANDSCAPE PLAN
UIRED RADIUS 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000 NOTES:
TREE BARRIER FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL. TYP. COLLAR �S, i
P:,:S�pr�C,Fnlm BALL DIAMETER MIN. 2" HT.
2. INSTALL CONTAINERIZED PLANTS AT
SPECIFIED BALL DIAMETER FlNSHED GRADE 4" LAB
OF APPROVED
I MULCH
3. TAMP PLANTING MIX FIRMLY
TOP OF BALL NATURAL SOIL LINE EFFECTIVE BALL DIAMETER AS PIT IS FILLED AROUND `
4
AS DUG "
TOP OF BALL EACH PLANT BALL. `:,.•• ;" �; `:�,
AS DUG'-
:MIN..,'.-: v..• f` x�i.e •?s:':"° ;o;:-y?'� �Wz�
I 4. OMIT COLLAR AROUND EACH SHRUB
.. 11524 Wi I mar
1..., .
2" MAXIMUM OF SOIL WHEN IRRIGATION SYSTEM IS PRESENT. "V' TRENCH AROUND '�?j=� +�;t''� }`'=•h"�=r�,;?c''.~'\•,-A`'y�-'%^_'��'�z'.'
COVERING ACCEPTABLE ENTIRE PLANTING BED
NATURAL SOIL LINE UNACCEPTABLE SOIL 5. SOAK EACH PLANT BALL AND TAMP SOIL MIX UNDER Charlotte, NC
a I COVERING PIT IMMEDIATELY AFTER PLAANNTIN BED ZACCEPTABLE
INSTALLATION. PLANT MEDIA EACH PLANT BALL TO
MINIMIZE SETTLEMENT
PLAN VIEW OF ROOT ZONE
Roor CROWN TYPICAL PLANTING BED DETAIL
ROOT CROWN
ONE FOOT FOR EACH MCHES SS S o I U
INCH OF TRUNK DIAMETER w
OR 1/2 HEIGHT OF TREE j ICRNOINN HEIGHT
FOR PRUNING SEE WHICHEVER IS GREATER tL EQUALS MEDIAN 0 0 ° ° TYP. Office Ad
INTERNATIONAL SOCIETY 6' MINIMUM WIDTH c WIDTH IN FEET S AAGWGSERED
OF ARBORICULTURE SPECS. FOR 2" CAL. TREES ACCEPTABLE CONDITION UNACCEPTABLE CONDITION TO 12" MAX.
UK bMALLLK 6" BARK MULCH, PLACE BARK FINAL 0 0 0 Renovatic
MULCH AT AREAS NOT (AS DELIVERED) (AS DELIVERED) GRADE
DEAD TREES AND SCRUB OR UNDER o PROTECTED BY BARRIER. F10'
GROWTH SHALL BE CUT FLUSH WITH)
I$,ZTREEUMB J ADJACENT GRADE. NO GRUBBING-,- NOTE: -. 10- (Ex.) EXISTING
EDGE OF
REMOVAL ALLOWED UNDER DRIP LINE.A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED GRADE BETWEEN PLANTS B ANTING
2"x4" STANDARDS + 1 "x4" RAILS WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
OR ORANGE SAFETY FENCING TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN
MAY BE USED. " -I I -III- I- III -I (NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
L II I II I II I II I II i II I I: I I -III= MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
• CITY OF CHARLOTTE CITY OF CHARLOTTE ROOT FLARE DEPTHS • CITY OF CHARLOTTE
• ccr�i �! LAND DEVELOPMENT STANDARDS TREE PROTECTION DETAIL LAND DEVELOPMENT STANDARDS
(TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS! LAND DEVELOPMENT STANDARDS SHRUB PLANTING BED CHARLOTTE STD. NO. I REV,
CJIARLOTI'G. INCLUDES CHARLOTTE ETJ 40.02 C[L4RIATIC- INCLUDES CHARLOTTE ETJ 40.09 9
INCLUDES CHARLOTTE ETJ 40.05A 9
INLET PROTECTION 16 TREE PROTECTION FENCE 12 ROOT FLARE DEPTHS 8 SHRUB PLANTING BED 4
NOTES: •
MIN. 6" FREEBOARD + + Q + 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. 1
Bloc E
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 2923 S. Tryon S
DESIGN STORM OUSEL • • • • • •
_______________________ • ,' ` • • • ` • ` ' , • • 3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON Charlotte,
3 1 + + + + REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A i phone: 70
I I 1 11- I I I III I II f LEGAL MANNER.
www.blot
I I I I
1 i I i 5. RESEED UNMULCHED, DISTURBED AREAS.
REQUIRED HEAD (H) I I I 1 f, Mw landscape architecture I p
INVERT ELEVATION OF OPEN THROAT YARD INLET
I • • . • . / NYLON STRAP
(OR TOP OF GRATE IF GRATE -TOP INLET USED) , ` • ` 3 4" 6" SUP KNOT WTH STOP KNOT.
NOTES: MIN. r HT.
8" LARGER THAN TREE DIAMETER
TO
-----'----'----'---'_J 1. SCARIFY ROOT MASS OF • ... • • • . • • • • +. ` • • . • ` • • . • BE AOT OT FINISHO GRADE KEEP MULCH AWAY FROM
CONTAINERIZED PLANT MATERIAL. 2-3" LAYER OF 3-6" FROM ROOT BALL EDGE TRUNK 1" To 2•
APPROVED MULCH BACKFILL AS SPECIFIED• • • • C HIGH / 6" MADE MAXIMUM
2. INSTALL CONTAINERIZED PLANTS AT D = DIMENSION OF PLANT SPACING SHRUB BERM OUTSIDE OF ROOTBALL 4" MAXIMUM LAYER OF MULCH
1FR FlNSHED GRADE
GO SON TOP OF BERM CONTOUR OR GROUND COVER) AS INDICATED ON
SHOW AND LABEL ON PLAN 3. TAMP PLANTING MIX FIRMLY PLAN. WTH CENTERED WOOD STAKES
AS PIT IS FILLED AROUND
EACH PLANT BALL. VARIES DRIVENIN UN MASTRAP
EQUALLY SPACED AROUND TREE FINISH GRADE
SEE PLAN
_ 4. OMIT COLLAR AROUND EACH SHRUB
I WHEN IRRIGATION SYSTEM IS PRESENT.
------------ 4" MULCH THROUGHOUT
I I
I i 5. SOAK EACH PLANT BALL AND M1
PLANTING BED `� c BACKFILL AS SPECIFIED
�4 Ip REMOVE TYPICAL EXCESS SOIL
PIT IMMEDIATELY AFTER FROM ROOT CROWN ■ ,
INSTALLATION. ADJACENT PLANTINGtp REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL
UNDISTURBED SOIL AREA OR PAVING AND ANY NAILS/PINS, ETC.
_ ______ ------i_ ROOT BALL DIA. 12"
I -
1 1 OVE TOP 1/3 OF W
ROOT BALL BASKET YMERE PRESENTS VARIES
I I
I I
I
I I
RAISE PIT BOTTOM TO SET ROOT CR01Md 227 WEST TRADE ST
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
CHARLOTTE, NORTH
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) TEL. [phone]
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH WWW LS
/ 2" 12-14' 16 24 16"
3` 14-16' 18 32" 21" NOT TO SCALE
NOT TO SCALE / y r ����� • CITY OF CHARLOTTE TREE PLANTING
LAND DEVELOPMENT STANDARDS
• CITY OF CHARLOTTE • CITY OF CHARLOTTE INDIVIDUAL �� ���� S D. N0. REV.
LAND DEVELOPMENT STANDARDS GRADING AT YARD/DROP INLET S LAND DEVELOPMENT STANDARDS PLANTING MIXTURE /j�/j�/ CHARLOFTE,- INCLUDES CHARLOTTE ETJ (FOR SINGLE AND MULTI -STEM TREES) 40.01
-' - SMALL SHRUB TREE PLANTING SPECIFIED-8"-10"DEPTH
�� INCLUDES CHARLOTTE ETJ 20.35 1 7 Q><ARiOi"PE- INCLUDES CHARLOTTE ETJ 40.05E 9 \\���� C
\` <
YARD INLET GRADING 15 INDIVIDUAL SMALL SHRUB/TREE 11 GROUND COVER SPACING 7 TREE PLANTING 3
= C: z; N o_1
I / •• W
a
i
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.65" (1.6" TO 2.4")
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
0 O O O O O O O O O O O O O O O O O O O O O O
BUILDING FACE D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DOWNSPOUT SEE ARCH.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PLANS FOR SIZE, SHAPE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c
CLEANOUT END CAP AND MATERIAL. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N (1.6" TO 2.4') oFes
INSTALLED FLUSH WITH 0 0 0 O O O O O O O O O O O O O O O O O O O O O O• e�
GRADE IN PLANTING AREA DOWNSPOUT ADAPTER INSERTED
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O
INSERTED IN RISER PIPE. SE
,D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _
35
FINISHED GRADE 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 O O
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 �Lj'•F�c I
IIIIII-III FLAGPOLE
-1 I I1 I I -I 4'-0" MIN, WIDTH COVERED WITH DETECTABLE WARNING MAT O O O O ���
45° BEND (MATCH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW 1\ NC FIRM #: P-
WYE AND I . 11 II I II I I o I -III 1 1
45° BEND 6" PIPE NOTES:
45° WYE 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR TRUNCATED DOME SPACING MEMBERS OF THE AMERIC�
HDPE OR EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETROFIT MATS WILL ONLY BE ALLOWED ON
PVC PIPE EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE.
RESURFACING). COPYRIGHT 2021 ALL
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT LESS THAN PRINTED OR ELECTRO
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. 50%-65% OF BASE DIAMETER DOCUMENTATION MAY
4. DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS.
5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR IN ANY FORM WITHOU
TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING FROM LS3P ASSOCIATI
SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME
ORIENTATION IS LESS CRITICAL
6. DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR
11111-11111111111 I 1 I PEDESTRIAN ACCESS ROUTE SURFACE; EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. ON THE TRYON STREET 0.9"-1.4"
MALL, FRENCH GRAY IS TO BE USED.
11111-1111 I I I 7. IF' PAVERS ARE TO BE USED, PAVERS SHALL BE MINIMUM 8000 PSI CONCRETE WITH A 2-INCH MINIMUM TRUNCATED DOME SECTION
_ - THICKNESS, SET ON A THIN -SET MORTAR ON TOP OF 4" THICK 3600 PSI CONCRETE BASE.
REDUCER A F B. MATS ARE TO BE RIGID WITH TURNED -DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
NECESSARY -1 I II I I I 1 90° BEND 9. DIMENSIONS PER NCDOT 848.06
GASKET CONNECTION NOT TO SCALE REVISIONS:
INLET NO.
DRAINAGE
AREA (AC)
OPENING
INVERT
ELEV
HEAD H (FT)
TOP OF
BERM
ELEV.
FREE -
BOARD
FT
COMMENT
HEADER PIPE
• CITY OF CHARLOTTE TRUNCATED DOMES
LAND DEVELOPMENT STANDARDS
©���- INCLUDES CHARLOTTE ETJ PLAN AND CROSS-SECTION 10.35 B 115
ROOF DRAIN (45 DEG WYE CLEANOUT) 14 TRUNCATED DOMES 10
WHEN ARE INLINE DRAINS USED? TYPICAL INSTALLATIONS
EXPOSED
HEIGHT
TUBE
LENGTH "A"
EXCAVATE
TOTAL "B"
BOTTOM
WIDTH "C"
HOLE WIDTH
"D"
SLEEVE
WIDTH "E"
RECOMMENDED
FLAG SIZE
20'
3'
4'
20'
25'
8"
4'X6'
25'
3'
4'
20'
25'
8"
4'X6'
30'
3'
4'
24'
30'
10"
5'X8'
35'
3.5'
4.5'
28'
35'
10"
5'X8'
40'
4'
5'
32'
40'
12"
UX10'
No. Descript
2 City Comr
Blvd
28273
tions
lition &
ins
eWgn
reet, Suite 320
NC 28203
t-940-2883
nc.com
lanning I civil engineering
REET SUITE 700
CAROLINA 28202
FAX [phone]
3P.COM
1007,C-390
,N INSTITUTE OF ARCHITECTS
RIGHTS RESERVED
NIC DRAWINGS AND
NOT BE REPRODUCED
'WRITTEN PERMISSION
=S LTD.
on Date
rents 01.15.21
D1
ABER 20, 2020
CB
D SCALE
AILS
102
S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763 CX-100 Site
Details.dwg, 1/14/2021 11:25:42 AM, emily west, Bloc Design 1 1 2 1 3 1
4 1
5 1 6 F C) R C'. O N S T R 1 1 C'_ T 10 IV (11 IV I Y

E
101
C
0
ANCHORAGE SCHEDULE
11 1/4' BEND
22 1/2' BEND
45' BEND
90' BEND
TEE
TEST PRESSURE
PIPE SIZE
L
H
L
H
L
H
L
H
L
H
(PSI)
1'-3"
V-0"
2'-3"
V-0"
2'-6"
V-6"
2'-9"
V-6"
2'-0"
V-6"
200
6"
V-6"
1'-3"
2'-3"
V-6"
1 T-0"
V-6"
4'-0"
V-6"
T-0"
V-6"
300
V-6"
V-6"
2'-6"
V-9"
T-0"
2'-0"
T-9"
2'-0"
2'-6"
2'-0"
200
8"
2'-0"
V-6"
T-0"
2'-0"
T-9"
2'-3"
4'-6"
2'-6"
T-6"
2'-3"
300
2'-6"
l'-9"
4'-0"
2'-3"
4'-3"
T-0'
5'-0"
T-3"
4'-0"
T-0"
200
12"
T-6"
2'-0"
5'-3"
2'-6"
6'-0"
T-3"
7'-0"
T-6"
5'-0"
T-6"
300
3'-0"
V-0"
4'-0"
3'-0"
4'-6"
T-9"
6'-0"
T-9"
4'-6"
3'-6"
200
14"
4'4"
2'-6"
5'-3"
T-6"
6'-0"
4'-3"
6'-6"
5'-0"
5'-0"
5-0"
300
3'-0"
2'-9"
4'-6"
T-6"
5'-0"
4'-6"
T-0"
4'-3"
5'-0"
4'-0"
200
16"
4'-0"
T-0"
6'-3"
T-9"
6'-5"
5'-3"
8'-0"
5'-3"
7'-6"
4'-0"
300
S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763 CX-100 Site
FIELD ADJUSTMENT INSTRUCTIONS
14 SQ.
24"0 CONCRETE RING
FLUSH WITTHH GRADEE.. CLEANTO To BE PLACED AROUND
CLEANOUT PLUG.
GENERAL NOTES:
1. REMOVE THE BODY FROM THE TOP OF THE
6" DIAMETER
_ _
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
INDICATOR POST ASSEMBLY.
TAMPER SWITCH
_III'
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
2. CUT THE REQUIRED LENGTH OFF THE BOTTOM OF
(SEE INSET)
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
THE STANDPIPE FOR THE GROUND LINE TO MATCH
SHUT
4" PVC RISER — — — — —
SEDIMENT TRAPS.
UP WITH STANDPIPE GROUND LINE MARK.
3. CUT THE 1" SQ. EXTENSION AT A DISTANCE OF 9"
BODY
_ _ �t
ALL PIPE BENDS AND
,._ -e• MIN..
/ 5 WASHED STONE
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
PADLOCK
OO 1" SQUARE I
CONNECTIONS SHALL I� "
Iljl
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE_T
ABOVE THE TOP OF THE STANDPIPE.
EXTENSION
BE 45° MAX. REFER TO CG-101/102 TERMINATION
DOWNSTREAM DAM (SEE DIAGRAM BELOW). 2
4. SET THE "OPEN" AND "SHUT" TARGETS FOR THEIfff
.)
(7" MINMAX.
9'
OR CU-101 FOR PIPE END CAP.
CLAWa RIP'� RAP FLOW
APPROPRIATE VALVE SIZE.
10"
( )
SIZE AND MATERIAL.
z• MAX
5. RE -ATTACH THE BODY TO THE TOP OF THE
INDICATOR POST ASSEMBLY.
o
M
STANDPIPE
(PAINTED RED) I
AT CENTER
MAXIMUM SPACING
11524 Wilmar
6. ALL POST INDICATOR VALVES SHALL BE INSTALLED
STANDPIPE GROUND
B
1 _I =111�1 _ LI A
Charlotte, NC
WITH AN ELECTRONIC UL LISTED TAMPER SWITCH.
LINE MARK
=11=4 =111_111_IIIL111 = I IV III
=111=11-111_II_111=11_ r
7. THERE SHALL BE 36" OF UNOBSTRUCTED CLEARANCE
I
Blvd
28273
tions
Jition &
ins
400
eWgn
reet, Suite 320
NC 28203
t-940-2883
>nc.com
lanning I civil engineering
REET SUITE 700
CAROLINA 28202
FAX [phone]
3P.COM
pe
s•
053
III\\\\
)20
AL
'11
KLNOI �S
I
1007,C-390
A INSTITUTE OF ARCHITECTS
RIGHTS RESERVED
NIC DRAWINGS AND
NOT BE REPRODUCED
WRITTEN PERMISSION
=S LTD.
on Date
cents 01.15.21
D1
ABER 20, 2020
CB
D SCALE
AILS
103
Details.dwg, 1/14/2021 11:26:00 AM, emily west, Bloc Design 1 1 2 1
3 1 4 1 5 1
6 F C) R C'. O N S T R 1 1 C'_ T 10 IV M1 1 Y

0-M a
E
❑C
C
0
FOR REFERENCE ONLY. THIS PLAN IS PROVIDED FOR INFORMATIONAL
PURPOSES ONLY., THIS PLAN IS PREPARED BY OTHERS., BLOC DESIGN IS
NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS FROM THIS SURVEY.
11524 Wilmar Blvd
Charlotte, NC 28273
MSS Solutions
Office Addition &
Renovations
Bloc Design
2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
phone: [phone]
www.bloc-nc.com
landscape architecture I planning I civil engineering
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
\\\\\\\IIII////��
� ��.. CARocc// ///
; No.1 053
I •W -
_ , ti _
1-1 /_26�0\
Q�oFESSINO�ja���/
SEAL
35711 -
Pf
NC FIRM #: P-1007, C-390
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date
2 City Comments 01.15.21
PROJECT: 00763.01
DATE: NOVEMBER 20, 2020
DRAWN BY: EMW
CHECKED BY: WLL/CCB
SCALE: NOT TO SCALE
SITE SURVEY
V=1 00
S:\Projects\00763 MSS Solutions\Plans\Production DWGs\00763_CX-100_Site
Details.dwg, 1/14/2021 11:26:20 AM, emily west, Bloc Design 1
2
0
4
5
6 FOR CONSTRUCTION ONLY