NCC221108_MODIFICATION Supporting Documents_20230104

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CHARL4TTE-
FINAL APPROVAL 12/28/2022
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CAROLINA
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Vincent Condon
Patrick Monroe
NOT
SCHEDULE
PRE -CONSTRUCTION MEETING
AT L
ST
48 HRS. PRIOR TO ANY LAND
DIST
RB
NG ACTIVITY USING THE ONLINE
FORM
FOUND
AT http://charlottenc.gov/ld
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PCSO DATA
Buildings
3 Buildings Footprint+ C-erage Bldgs (Garage A includes the car wash) ...........................
M1sc. Buildings (Tr ashlRecycIng)...........................................................................
Sub -Total
dnsite -Parkings + Sidewalk:
OnsilePaving and Curb ..................................... ......................................................
Sidewalk... ............................................................................................................
Sub -Total
Amenity + Etc
Clubhouse+ Pool Area......................................................... .................. ........ .........
DetainingWel.................................................................................................................
Sub -Total
Total Impervious Area -------
Total Net Site Area= ........... .............................
SCM-Facility Drainage Area .............................
BUA Bypass
TBD
Impervious Area Surrmarj(
WIN
51,500 sq It = 1.18 ac
830 sq tl = 0.C2 ac
52,230 sq tt = 1.20 ac
72,430 sq It - 1.66 ac
18,700 sq ft - 0.43 ac
91,100 sq ft = 2_C9 ac
9,500 Sq I't = 0.22 ac
1, 3U0 sq ft = 0.03 ac
18,E-00 sq f = 0.25 ac
.,.....................I......,.,...........-i 154,200 sq ft = 3.54 ac
...................................................................... 6.66 ac
..................................................................................... 4.80 ac
460.2D0 sq r = 10.56 ac
1mperv_ Area
% of Imp- Area of
% of Imp. Area of
(Ac)
Net Site Area
SCM-Facility Drain. Area
P+jbIiG Streels
t7.00
0_00%
0.00%
Mull Family Buildirips
1.20
1.303%
25.01%
Onsite Packing +Sidewalks
2.09
31.40%
43.57%
Amen
0.25
3.72°�
5.17%
Total
3.54
53.15%
73.75%
Bypass
0.00
0.00%
Total with BypassBypassl
3.54
73.75% USED 75%
POSO SUMMARY
Original Parcel I❑ Number(s):
033-162-18
❑eveloprrent Type:
Multi -Family
Subject to POSO? YIN
YES
If NO, why?
Watershed:
Western Catawba
Stream Name
Lang Creek
Olassification
Western Catawba
Stream Index
13-17-5
Disturbed Area (ac):
9.1
Net Site Area (ac):
6.66
Total Drainage Area to SCM Facility (ac):
4.8
Existing Built -upon -areal (SF):
21,780
Existing BUA to be removes! (SF):
21,780
Existing BUA to re main (SF):
0
Proposed Nevr BUA (SF):
Proposed % BUA:
154,200
53.15% of Onsite Area Only:
73.75°Io of SCM-Facility Drainage Area
Density (High / Low)
High
Total Post -Project BUAfor site:
154,200
Development or Redevelopment?
Development
Natural Area Required (ac):
10116=0.67 AC
Natural Area Prodded (ac):
0.67 AC. MIN.
Total stream buffer protected on -site (ac):
WA
Transit Station Area? YIN
N
Distressed Business District? Y/N
N
Mitigation Type (if applicable)
WA
Natural Area mitigation? Y/N
N
Buffer Mitigation? YIN
N
Total Phosphorous Mitigation? Y/N
N
GENERAL NOTES
1. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION IS PROVIDED BY DON
ALLEN & ASSOCIATES, DATED 01/20/2021, UNLESS NOTED OTHERWISE.
2. ARCHITECTURAL INFORMATION IS PROVIDED BY STUDIO FUSION, UNLESS NOTED OTHERWISE. SEE
ARCHITECTURE PLANS.
3. THE CIVIL ENGINEER AND THE OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENFORCE SAFETY MEASURES OR
REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY
STANDARDS, LAWS, AND REGULATIONS.
5. CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER 48 HOURS PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION ACTIVITIES.
6. ALL LOCAL, MUNICIPAL, AND STATE LAWS, RULES, AND REGULATIONS GOVERNING OR RELATING TO
ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THE PROJECT
CONTRACT DOCUMENTS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.
7. DO NOT SCALE DRAWINGS IN THIS SET. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER
THE SCALE SHOWN ON THE PLANS, SECTIONS, PROFILES, AND DETAILS. IN THE EVENT OF
DISCREPANCIES, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE CIVIL ENGINEER
AND/OR OWNER'S REPRESENTATIVE.
8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY
THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED
TO THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM
THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE
CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE.
9. THE SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THE SITE
PLAN AGAINST ANY DEVELOPMENT REQUIREMENTS SPECIFIED BY THE SITE PLAN TO THE CIVIL
ENGINEER AND/OR OWNER'S REPRESENTATIVE PRIOR TO ANY ACTUAL CONSTRUCTION.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CIVIL
ENGINEER AND/OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
11. ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR
APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION
AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. THE CONTRACTOR
SHALL CONFIRM THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF
ANY WORK.. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CIVIL ENGINEER AND/OR OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR
ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE
CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO NOTIFICATION CENTER AND FACILITY
OWNERS (PER NC STATUTE) NO LESS THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING
DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER FORM OF CONSTRUCTION.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES
REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR THE COORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK.
14. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND FEATURES TO
REMAIN ON AND/OR ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. THE CONTRACTOR
SHALL REPAIR OR REPLACE, AT THEIR OWN EXPENSE, ALL DAMAGED ELEMENTS RESULTING FROM
CONTRACTOR OPERATIONS OR NEGLIGENCE.
15. THE CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY REPAIR ANY ACTIVE UTILITIES THAT
ARE DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE
CONSTRUCTION LAYDOWN AREA, PERIMETER FENCE AND ASSOCIATED GATES. THE CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL OF THE CONSTRUCTION LAYDOWN AREA,
PERIMETER FENCE AND ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.
17. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE PUBLIC R/W (RIGHT-OF-WAY) IN
ACCORDANCE WITH THE STANDARDS OF THE NCDOT, CDOT, AND CITY OF CHARLOTTE.
18. ALL STANDARD NUMBERS REFER TO THE LATEST EDITION OF THE CITY OF CHARLOTTE LAND
DEVELOPMENT STANDARDS MANUAL AND THE NCDOT STANDARD DETAILS AND SPECIFICATIONS.
19. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY TO RELOCATE/REPLACE ANY EXISTING
UTILITY AND/OR LIGHT POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS
UNDER THE SCOPE MUST BE RELOCATED AT THE CONTRACTOR'S EXPENSE.
20. ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID
DIRECTLY BY THE OWNER. TESTING SHALL BE PERFORMED, AT A MINIMUM, IN ACCORDANCE WITH
THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. IN THE EVENT THE RESULTS OF THE
INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS, SUBSEQUENT TESTS
NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE
CONTRACTOR'S EXPENSE. ELEMENTS FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL
BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR.
CDOT NOTES
1. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE R/W (RIGHT-OF-WAY)
REQUIRE A R/W ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION/ NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT (KRYSTAL BRIGHT) 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 ADDITION TO SITE
APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL CONTACT CDOT (ERIC WEIDEMANN) AT 980.722.5463 AT LEAST (5) BUSINESS
DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THEN 30 DAYS. THE CONTRACTOR SHALL
CONTACT CDOT (CASEY MASHBURN) AT 704.336.8348 AS SOON AS POSSIBLE FOR IMPACTS GREATER
THEN 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 SIGNALIZING 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. THE DEVELOPER TO CONTACT CDOT (ANTHONY MENDEZ; 704.962.7173) 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 SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BE
LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.
7. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS.
ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT
OF TRANSPORTATION. (704.336.4025)
8. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS,
TRAFFIC MEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY NCDOT AND
CDOT.
CITY OF CHARLOTTE NOTES
1. ALL CONSTRUCTION TO CONFORM TO CHARLOTTE / MECKLENBURG LAND DEVELOPMENT
STANDARDS.
2. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
3. ALL ROAD IMPROVEMENTS AT PLEASANT GROVE ROAD ARE TO BE COORDINATED WITH THE CITY
OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
4. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY).
5. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
6. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK
COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY
THE INSPECTOR AND BASED ON FIELD CONDITIONS.
7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM
THE AFFECTED PROPERTY OWNERS.
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB
9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
10. CURB AND GUTTER FOR WIDENING EXISTING ROADS AS SHOWN ON THE PLANS MAY BE ADJUSTED
AFTER FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE
MODIFICATION BASED UPON FIELD CONDITIONS.
11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER
CONVEYANCE. BUILDING ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS
WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
12. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR
PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR
TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY
INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.
13. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL
DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS.
14. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO CITY ENGINEER
PRIOR TO CONSTRUCTION.
15. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED
DITCHES, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING
DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE.
16. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF UNDERGROUND DETENTION SYSTEMS
MUST BE PROVIDED.
17. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND.OR CONSTRUCTION EASEMENTS ARE REQUIRED
TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS".
THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY
IMPROVEMENT PLAN.
18. PER SECTION 18-175(E) OF THE CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION
CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED NATRUAL AREAS AND/OR POST
CONSTRUCTION CONTROLS EASEMENTS (PCCE'S) MUST BE RECORDED PRIOR TO THE ISSUANCE
OF THE CERTIFICATE OF OCCUPANCY.
19. PER SECTION 20-16.12 OF THE SUBDIVISION ORDINANCE, THE LOCATION OF ANY EXISTING
DEMOLITION LANDFILL ON THE SITE AND THE LOCATION OF ANY PROPOSED DEMOLITION LANDFILL
SITES MUST BE IDENTIFIED.
20. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
FIRE DEPARTMENT NOTES
1. FIRE DEPARTMENT ACCESS ROADS SHALL HAVE A MIN. 20' UNOBSTRUCTED CLEAR WIDTH AND
SHALL BE CAPABLE OF SUPPORTING 80,000 LBS.
2. BUILDINGS 1, 2, and 3 ARE EQUIPPED WITH SPRINKLER SYSTEMS. BUILDINGS 1, 2, AND 3 ARE
NFPA13R, CLUB IS NFPA13 WITH 13 SPACING IN CLUBHOUSE. FOR BUILDINGS THAT ARE EQUIPPED
WITH A SPRINKLER SYSTEM, A FIRE DEPARTMENT CONNECTION SHALL BE LOCATED WITHIN 200' OF
A FIRE HYDRANT FOR A NFPA 13 SPRINKLER SYSTEM AND AN NFPA 14 STANDPIPE SYSTEM, AND
LOCATED WITHIN 750' FOR AN NFPA 13R SPRINKLER SYSTEM. SEE SHEETS C1.00 & C9.00 FOR
LOCATIONS.
3. AN FDC SHALL BE LOCATED ON THE APPROACH SIDE OF THE BUILDING, AS SHOWN ON PLAN.
4. BUILDINGS THAT EXCEED 30' TO THE HIGHEST FLOOR LEVEL ARE REQUIRED TO HAVE A STANDPIPE
SYSTEM. SEE ARCH / MEP PLANS FOR PROPOSED STANDPIPE SYSTEM.
5. AN FDC FOR A STANDPIPE SYSTEM SHALL BE LOCATED WITHIN 200' OF A FIRE HYDRANT, AS SHOWN
ON PLAN.
6. FDC SIZES SHALL BE SIZED ON THE STANDPIPE DEMAND AND SHALL INCLUDE ONE 2.5" INLET FOR
EVERY 250 GPM.
7. ALL SPRINKLED BLDGS SHALL PROVIDE GROUND LEVEL ACCESS TO WITHIN 200, OF ALL EXTERIOR
WALLS, AS SHOWN ON PLAN.
8. HYDRANT SHALL NOT EXCEED 750' OF TRUCK TRAVEL TO THE MOST REMOTE POINT OF THE
BUILDING ALONG THE ACCESS ROAD, AS SHOWN ON PLAN.
9. DEAD END TRUCK TRAVEL SHALL NOT EXCEED 150' WITHOUT AN APPROVED TURN -AROUND, AS
SHOWN ON PLAN.
10. ALL TURNING RADII SHALL BE AT LEAST 39' INSIDE AND 42.31' OUTSIDE FOR FIRE APPARATUS, AS
SHOWN ON PLAN (SEE SHEET C1.01). NO OBSTRUCTIONS SUCH AS MAILBOXES, STREET SIGNS,
ETC. SHALL BE LOCATED WITHIN 44.31'.
11. GATED ACCESS POINTS MUST BE 16MIN. CLEAR AND GATES MUST BE DESIGN TO OPEN (BOTH
SIDES INGRESS/EGRESS) TO PROVIDE FIRE ACCESS, AS SHOWN ON PLAN. THIS PROJECT IS NOT
PROPOSED TO BE GATED.
12. THE GATE AROUND THE PERIMETER OF THE POOL /ACTIVE OPEN SPACE SHALL BE PROVIDED WITH
A KNOXBOX FOR RAPIC AND NONDESTRUCTABLE ENTRY SO FIRE HOSE CAN BE ADVANCED
AROUND THE PERIMETER OF THE CLUBHOUSE.
DEVELOPMENT DATA
TAX PARCEL #
033-162-18 (CHARLOTTE ETJ)
ZONING
R17MF - LAKE WYLIE PROTECTED AREA OVERLAY
ACREAGE
GROSS AREA:
9.01 AC (392,476 SF)
RIGHT OF WAY DEDICATION:
-1.94 AC (84,713 SF) FRED D ALEXANDER ROW
RIGHT OF WAY DEDICATION:
-0.40 AC (17,405 SF) PLEASANT GROVE ROAD
NET AREA:
6.66 AC (290,358 SF NET DEV AREA)
EXISTING USE
SINGLE FAMILY HOME
PROPOSED USE
MULTI -FAMILY FOR RENT (APARTMENTS)
BUILDING HEIGHT
ALLOWED
40' MAX AND UP TO 100' PER ORD SECT 9.305 (1)0)(B)
PROVIDED
43-7" (SEE A1.09A, A1.10A, & A1.11A BY ARCH)
BUILDING SEPARATION
OPEN SPACE
rMUVIUcu
DENSITY
ALLOWED
PROVIDED
SETBACKS
PLEASANT GROVE
FRED D ALEXANDER
SIDE YARD
REAR YARD
BUILDING ELEVATIONS
PARKING
REQUIRED SPACES:
PROVIDED SPACES:
ESTIMATED COMPLETION:
I:11J211I:1:1
TREE SAVE
PROPOSED:
RECYCLING VOLUME
REQUIRED:
PROVIDED:
COMPACTOR SIZE
REQUIRED:
PROVIDED:
16MIN
45% MIN OR 3.0 AC (130,661 SF NET
47% OR 3.19 AC (139,043 SF NET)
146 UNITS (17 DUA @ 8.6 AC)
144 UNITS 16.7 DUA @ 8.6 AC
30 FEET- (FROM FUTURE ROW)
'FUT ROW IS 35' FROM EXT'G CL OF ROW
30 FEET FROM PROPOSED ROW
10' MIN REQUIRED
1T-2" ABUTTING SINGLE FAMILY (R3) FOR
ADDITIONAL BLDG HT (3-7)
50' MIN REQUIRED
57'-2" ABUTTING SINGLE FAMILY (R3) FOR
ADDITIONAL BUILDING HT (3'-7")
SEE SHEETS A1.09A, A1.10A, & A1.11A FOR HT CALCS
216 SPACES = 1.5 SP / UNIT X 144 UNITS
8 ST BIKE SPACES TOTAL (1:20DU)
217 SP TOTAL
51 COMPACT(23% OVERALL)
10 ADA SPACES (5 VAN ACCESSIBLE)
1 LOADING SPACE
10 ST BIKE SPACES
SPRING 2023
36' CLASS C BUFFER (OR 27' WITH 6' HT OPAQUE
FENCE) ADJACENT TO R-3 ZONING
6.65 AC X 15% = 0.99 AC (43,494 SF) MINIMUM
1.00 AC (43,934 SF) EXISTING + 1770 SF SUPPLEMENTAL
TREE SAVE AREA
2 X 144 SF (288 SF) PER 81-160 UNITS (SEE SECT 12.403)
293 SF PROVIDED
8 CUBIC YARDS / 90 UNITS = 12.3 CUBIC YARDS
16 CUBIC YARDS
CONTACT INFORMATION
DEVELOPER:
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NC 28226
PHONE: [phone]
CONTACT:
JUSTIN ROATH I [e-mail]
RAMAYADA I [e-mail]
CIVIL ENGINEER / LANDSCAPE ARCHITECT:
DPR ASSOCIATES, INC.
919 BERRYHILL ROAD STE 101
CHARLOTTE, NORTH CAROLINA28209
PHONE: [phone]
CONTACT:
BRENT STOUGH, PLA I [e-mail]
HY NGUYEN, PE I [e-mail]
3800 ARCO CORPORATE DRIVE, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
PHONE: [phone]
CONTACT:
ELIZABETH SCHWERMAN I [e-mail]
CRAIG DUET, AIA [e-mail]
SURVEYOR:
DON ALLEN ASSOCIATES, PA CAROLINA GEOMATICS, PLLC
131 CROSSLAKE PARK DR, SUITE 102 469 HOSPITAL DRIVE SUITE D
MOORESVILLE, NORTH CAROLINA28117 GASTONIA, NORTH CAROLINA28054
PHONE: [phone] PHONE: [phone]
CONTACT:
DON ALLEN, PLS I [e-mail]
CHEVIS KING, PLS I [e-mail]
SHEET INDEX
Sheet
Number
Sheet Title
C0.00
COVER SHEET
SS1.00
SITE SURVEY
C0.01
DEMOLITION PLAN
C1.00
SITE PLAN
C1.01
VEHICULAR TURNING +ACCESSIBILITY PLAN
C2.00
GRADING PLAN
C2.01
GRADING PLAN - ENLARGEMENT
C2.02
GRADING PLAN - ENLARGEMENT
C3.00
STORM DRAINAGE - CHARTS
C3.01
STORM DRAINAGE - AREA PLAN
C3.02
STORM DRAINAGE - SCM PLAN
C3.03
STORM DRAINAGE - SCM DETAILS
C4.00
EROSION CONTROL - STAGE I OVERALL
C4.01
EROSION CONTROL - STAGE I
C4.02
EROSION CONTROL - STAGE II INTERMEDIATE MASS
GRADING
C4.03
EROSION CONTROL - STAGE III
C4.04
EROSION CONTROL - STAGE IV FINAL PHASE
C5.00
ROAD PROFILES
C5.01
SIGHT DISTANCE PROFILES
C5.02
STORM DRAINAGE PROFILES
C6.00
PLANTING PLAN
C6.01
PLANTING NOTES
C7.00
SITE DETAILS
C7.01
SITE DETAILS
C7.02
SITE DETAILS
C7.03
SITE DETAILS
C7.04
SITE DETAILS
C7.05
SITE DETAILS
C8.00
SITE DETAILS
C8.01
SITE DETAILS
C8.02
SITE DETAILS
C8.03
SITE DETAILS
C8.04
SITE DETAILS
C8.05
SITE DETAILS
C9.00
WATER AND SANITARY SEWER PLAN
C9.01
WATER AND SANITARY SEWER PLAN
C9.02
WATER AND SANITARY SEWER DETAILS
C9.03
WATER AND SANITARY SEWER DETAILS
C10.00
ROADWAY IMPROVEMENTS PLAN
C10.01
ROADWAY IMPROVEMENTS
C10.02
ROAD CROSS SECTIONS
C10.03
ROAD CROSS SECTIONS
C10.04
ROAD CROSS SECTIONS
C10.05
ROAD CROSS SECTIONS
C10.06
ROAD CROSS SECTIONS
C10.07
ROAD CROSS SECTIONS
C10.08
ROAD CROSS SECTIONS
C10.09
ROAD CROSS SECTIONS
C10.10
ROAD IMPROVEMENT DETAILS
BUILDING AREA PER FLOOR
TYPE
GROSS LEVEL
1
GROSS LEVEL
2
GROSS LEVEL
3
GROSS LEVEL
4
TOTAL
GROSS
BLDG 1: VA
16,234.50
15,769.60
15,769.60
15,769.60
63,543.30
BLDG 2: VA
16,234.50
15,769.60
15,769.60
15,769.60
63,543.30
BLDG 3: VA
16,234.50
15,769.60
15,769.60
15,769.60
63,543.30
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3881
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195,259.90
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10-31-2022
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PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
2/01 /■022 ,
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
11-23-2021 PER STAFF COMMENTS DBS
08-03-2022 PER STAFF COMMENTS DBS
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
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No.123
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10-31-2022
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COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.

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TREE PROTECTION NOTES DEMOLITION NOTES
1. TREE PROTECTION BARRICADES/FENCING MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING, OR
CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION.
2. BEFORE DEMOLITION, GRADING, OR CONSTRUCTION BEGINS, CALL URBAN FORESTRY SPECIALIST FOR
INSPECTION OF THE TREE PROTECTION FENCE.
3. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE AND REMOVAL MUST BE APPROVED BY
THE CITY ARBORIST.
4. TREE PROTECTION FENCE MUST MEET OR EXCEED TREE ORDINANCE STANDARDS.
5. TREE PROTECTION FENCE SHALL BE LOCATED PER PLAN OR AT A MINIMUM OR 1 FOOT PER TREE
DIAMETER INCH AWAY FROM THE TREE IN THE SETBACK OR RIGHT-OF-WAY.
6. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING
OR OTHER LAND DISTURBANCES IS ALLOWED IN THE TREE PROTECTION ZONE.
7. NO GRUBBING WITHIN THE TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED.
SUPPLEMENT 1-2" OF MULCH. RESEED WITH GRASS ONLY IN GRADED/DISTURBED AREAS.
8. BRUSH, VINES, AND SMALL TREES (LESS THAN 4" IN DIAMETER, OR AS SMALL AS 2" CALIPER) INSIDE THE
SETBACK MAY BE HAND -CLEARED ONLY, CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE
LIMBED UP TO 6 FEET FROM GRADE (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE
VISIBILITY.
9. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL, BACKFILL IMMEDIATELY TO
MINIMIZE EXPOSURE TO AIR.
10. A PERMIT FROM THE URBAN FORESTRY STAFF IS REQUIRED FOR PRUNING OF EXISTING TREES IN THE R/W
OR TREE PROTECTION ZONE.
11. PRUNING OF EXISTING TREES SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ARBORIST
ASSOCIATION (NAA) STANDARDS, LATEST EDITION, IN A MANNER THAT PRESERVES THE NATURAL
CHARACTER OF THE CROWN.
ASPHALT PAVEMENT TO BE REMOVED
CONCRETE PAVEMENT TO BE REMOVED I
e]:LV7:lm9_V/:lI,Til:I►rm[U:lm:4:II,Ti[ULA:loI
(15') LANDSCAPE BUFFER
EX. TREE CANOPY TO REMAIN
50' UNDISTURBED PCSO BUFFER
PAVING SAW CUT
SUPER SILT FENCE +TREE PROTECTION
+ LIMIT OF DISTURBANCE
SILT FENCE + LIMIT OF DISTURBANCE
TREE PROTECTION + LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
OVERHEAD ELECTRIC TO BE RELOCATED
RIGHT OF WAY
EX. OVERHEAD ELECTRIC
EX. ELECTRIC
EX. GAS
EX. WATER
EX. TOP OF BANK
TREES TO BE REMOVED
Know what's below.
Call before you dig.
1. PRECONSTRUCTION MEETING W/ OWNER, ENGINEER, AND CITY IS REQUIRED, PRIOR TO DEMOLITION.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION AS
DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. CONTRACTOR IS TO OBTAIN ALL PERMITS.
3. THE CONTRACTOR SHALL COORDINATE ACCESS PLAN FOR VEHICULAR AND PEDESTRIAN ACCESS DURING
CONSTRUCTION W/ OWNER, PRIOR TO DEMOLITION.
CIiIN, I:9K0]►II:LNlto] :0y:r_1I1111K0I0]:4971►/_\INAAF_\IO:4r_1I&V tell :1My_1U/_Te]:119]T0/ND01►1:11:49:4lei itells] :11OVA 101IIIlei ►I
5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION WITH
APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER TELEPHONE, WATER, SEWER, ETC.
6. THE CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES DAMAGED DURING
CONSTRUCTION AT CONTRACTOR'S EXPENSE. THE OWNER WILL PAY TO MOVE OR REPAIR ANY UTILITIES
ENCOUNTERED DURING CONSTRUCTION WHICH ARE NOT IDENTIFIED ON CONSTRUCTION DOCUMENTS OR
SITE SURVEY.
7. ALL MATERIALS GENERATED BY THE DEMOLITION WILL BE HAULED FROM SITE AND DISPOSED OF PER
LOCAL AND STATE REGULATIONS.
8. PRIOR TO EXCAVATION, SAW -CUT CONCRETE, ASPHALT PAVEMENT, SIDEWALK, AND CURB AND GUTTER TO
LIMITS INDICATED ON PLAN.
9. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S) BY CONTRACTOR SHALL ALLOW FOR
UN -INTERPRETED USE OF THE SYSTEM(S).
10. COORDINATE POWER POLE REMOVAL, RELOCATION, AND REPLACEMENT W/ DUKE ENERGY
11. COORDINATE DEMO/RELOCATION OF GAS AND ELECTRIC SERVICES WITH MEP PLANS AS NEEDED.
12. ROOT PRUNING SHALL BE KEPT TO AN ABSOLUTE MINIMUM. THE CUT SHALL BE MADE NO MORE THAN 6"
INCHES BEHIND LIMIT OF PROPOSED IMPROVEMENTS (CURB, WALL, ETC.) TO A DEPTH OF 2' BELOW THE
SOIL SURFACE. ROOT PRUNING EQUIPMENT SHALL BE KEPT SHARP TO ENSURE THAT ROOTS ARE CUT SCALE: 1" = 40'
CLEANLY AND ARE NOT BROKEN OR TORN. BACKFILL EXPOSED ROOTS IMMEDIATELY TO MINIMIZE 0 20' 40' 80'
EXPOSURE TO AIR. i E= (10
PPROTED FOR
ECKLENBIlt(WLANNING WWRTMENT
i1 111INIIm
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
11-23-2021 PER STAFF COMMENTS DBS
PER STAFF COMMENTS
12-28-2021 DBS/MT
(EARLY GRADING ONLY)
08-03-2022 PER STAFF COMMENTS DBS/MT
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY:
SEAL
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COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.

FINAL A
CHARLOTTE_ PRO]
ENGINEERING III
PCSO / DETENTION / DRAINAGE PLAN
EROSION CON
URBAN FOREST
THE ORDINANCE
C OT I
P I VAL 12/28/2022 /
T DUMBER: S IMF,-2021-00048 SITE PLAN NOTES
j 1. SEE SHEET C0.00 FOR SITE SUMMARY AND DEVELOPMENT DATA.
I F CURB,
rew Phi ndextbrF BUILDING OR CENTERLINE, NLENS ARE PERPENDICULAR SS NOTED OTHERWISE. M THE
N 3. ALL CURB RADII ARE 4.5' BC, UNLESS NOTED OTHERWISE.
4. ALL CURB TAPERS ARE 6', UNLESS NOTED OTHERWISE.
n
R O C 5. PUBLIC SIDEWALK EASEMENTS SHALL BE LOCATED 2' FROM BACK OF
SIDEWALK (OR THE FACE OF BUILDING IF ABUTTING SIDEWALK) FOR
r ALL PUBLIC SIDEWALKS LOCATED OUTSIDE OF RIW. SIDEWALK
doncionNTRACTOR.
o EASEMENT SHALL BE DEDICATED BEFORE FINAL C.O. IS GIVEN.
RntIGNSOBE MUTCD STANDARD PROVIDED AND INSTALLED BY
7. ALL PARKING LOT STRIPING SHALL BE 4" PAINTED WHITE, UNLESS
NOTED OTHERWISE.
`I I k M o n roe 8. ALL STOP SIGNS SHALL BE MUTCD R1 - 1 30" X 30"
9. SEE SHEET C0.00 FOR FIRE DEPARTMENT NOTES.
NO%ST
SCHEDULE PRE-CONSTRU TION ME
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48 HRS. PRIOR TO ANY ND
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PERIMETER TREES,TYP. SEE C6.00
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B PASS STORM DRAINAGE REF C2.00
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IMPROVEMENTS.
' 11 REFERENCE SHEETS A1.09A/B, BFOR
HEIGHTS AND AVERAGE G ADEPA ECALCULATIONS. BBUILDING
1201
KEPA, LLC
OJJ 10947
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LIGHTING NOTES /
1. SITE LIGHTING PHOTOMETRICS BY DUKE ENERGY. CONTRACTOR TO / C
PROVIDE SITE LIGHTING AND ELECTRICAL DISTRIBUTION PLAN TO /
LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION.
ELECTRICAL ROUTING MUST TAKE INTO ACCOUNT LOCATION OF TREES /
AND UNDERGROUND UTILITIES (SANITARY SEWER, STORM DRAINAGE, /
ETC.).
2. LIGHT FIXTURES SHALL BE FULL CUTOFF FIXTURES, THE CONTRACTOR
MUST SUBMIT SPECIFICATIONS FOR OWNER VERIFICATION. SITE / EXISTING SS MANHOLE
LIGHTING WILL BE LEASED THROUGH DUKE ENERGY BY OWNER.
3. LIGHT POLES (INCLUDING FIXTURE) ARE 15' HT UNLESS OTHERWISE
NOTED.
4. TREE LOCATIONS (SEE SHEET C6.00) TAKE PRECEDENCE OVER LIGHT
POLE LOCATIONS.
\ O \ \ p Z \ zU�\
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MICHAEL HOWARD /
PID 03310934
EX. 40" STEEL GAS MAIN (COLONIAL) \ / / /
75' \\ SANITARY l l l \
OAKDALE VILLAGE HOA SANITARY SEWER
PROPOSED ROAD WIDENING FOR 033-10-305 SEWER \S\\T PLEASANT GROVE ROAD PER S EXTENSION (PUBLIC).
R-17MF UNDEVELOPED MB 3B PG 7 / � 00' TIE 8' SW TO EXISTING 6' SW SEE UTILITY PLAN
EX.36" STEEL GAS MAIN ( COLONIAL) EXISTING SS EASEMENT. CONTRACTOR TO CONTACT GAS MAIN
/ OPERATOR 48 HOURS PRIOR TO LAND DISTURBANCE AND
PER CLDS DTL 10.23 ADVISE OF ENCROACHMENT ONTO GAS EASEMENT
FUTURE FRED D. ALE XANDER BLVD
PROPERTY LINE (FUTURE OAKDALE VILLAGE HOA
RIGHT OF WAY) 100' ROW DEDICATION TO (TO BE CONSTRUCTED BY OTHERS UNDER / r
SEPARATE PROJECT -ALIGNMENT SHOWN IS 033-10-J05
CITY OF CHARLOTTE CONCEPTUAL FOR REFERENCE ONLY) / R-17MF UNDEVELOPED
EX. 10" STEEL CABLE LINE (CENTURY LINK)
— — — —� EX. 14" STEEL GAS MAIN ( PLANTATION) / / \
_ EXISTING PROPERTY LINE \
— EX. 26" STEEL GAS MAIN ( PLANTATION )
2' SUE FOR FLIT MUP
— FLIT 12' MUP
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R-3 UNDEVELOPED
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FLIT PORTIONS OF MUP LOCATED OUTSIDE OF
— -REO'D TREE PER ORDINANCE (TYP.) - — — — TEMPORARY ROAD BARRICADE FUTURE TYPE III DRIVEWAY CONNECTION
PUBLIC RIGHT OF WAY TO FRE
c — — 20' SDE/PCCE/SCM ACCESS_ _ _ _ _ _ _ _ _ _ __ — _
8' PANT STRIP 10' X 70' SIGHT TRIANGLE, TYP. 30' FRONT SETBACK FROM FUTURE ROW
--- - PCCE�—
FLIT 12' MUP
_ OPEN SPACE — — - —_ _
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ASPHALT PAVEMENT - HEAVY L UTY
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EX. RIGHT OF WAY
RIGHT OF WAY
(2) SW UTILITY EASEMENT
PEDESTRIAN ACCESS - PUBLIC
PEDESTRIAN LIGHT POLE
ACCESSIBLE PARKING
FIRE HYDRANT
STOP SIGN (R1-1 30" x 30")
FUTURE ROAD EXTENSION SIGNAGE
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STREET NAME SIGNAGE
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COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCIU.MNJTS OR CALCULATIONS
OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE
DESCRIPTION BY
ZL
6-01-21
PER MECK CO RVW BS
11-23-2021
PER STAFF COMMENTS DBS
08-03-22
PER STAFF COMMENTS DBS
10-31-22
PER STAFF COMMENTS DBS
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
SCALE
AS INDICATED
DRAWING
SITE PLAN
C 1.00
ORIGINAL SHEET SIZE: 24" X 36"

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ACCESSIBILITY NOTES
SU-30 - Single Unit Truck
Overall Length
30_000ft
Overall Width
8.000ft
Overall Bod Hei ht
Y q
13.500ft
Min BodY Ground Clearance
1.367ft
Track Wldth
8.000ft
Lock to lock time
5.00s
Max Steering Angle (Virtual)
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ELEVATION
NITS
LEGEND
VEHICLE TIRE PATH
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E M M M M M E ACCESSIBLE ROUTE
1. ALL BUILDINGS WITHIN THE BOUNDARY OF THIS SITE, UNLESS OTHERWISE STATED
1.3. REQUIRED VERTICAL CLEARANCE: GUARDRAILS OR OTHER BARRIERS SHALL
AS EXEMPT, SHALL HAVE "ACCESSIBLE ROUTES" AS REQUIRED THAT CONFORM TO
BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED
THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT", "FAIR HOUSING
BY SECTIONS 307.2 AND 307.3, AND WHERE THE VERTICAL CLEARANCE IS
STANDARDS", ICC ANSI A 117.1-209 AND GOVERNING STATE HANDICAP CODE
LESS THAN 80" ABOVE THE FLOOR. THE LEADING EDGE OF SUCH GUARDRAIL
STANDARDS.
OR BARRIER SHALL BE 27" MAXIMUM ABOVE THE FLOOR.
THESE STANDARDS FOR ACCESSIBILITY INCLUDE, BUT ARE NOT LIMITED TO:
2.
PROTRUDING OBJECTS ON CIRCULATION PATHS WITHIN PUBLIC USE AREAS TO
COMPLY WITH 2O10 ADA SECTION 307, INCLUDING:
MAXIMUM WALK SLOPE = LESS THAN 1:20
2.1. 2010 ADA SECTION 307.2: OBJECTS PROJECTING FROM WALLS
MAXIMUM RAMP SLOPE = 1:12 WITH RAILINGS
2.2. 2010 ADA SECTION 307.4: MINIMUM CLEAR HEADROOM
MAXIMUM CROSS SLOPE = 4" PER FOOT (2%)
ALL WALKS TO BE BROOM FINISHED CONCRETE UNLESS OTHERWISE SPECIFIED
3.
FLOOR AND GROUND SURFACES IN COMMON USE AREAS SHALL BE STABLE, FIRM
ON THESE DRAWINGS.
AND SLIP RESISTANT AND SHALL COMPLY WITH ANSI 2009 SECTIONS 302.
MAXIMUM ACCESSIBLE ROUTE LENGTH (NC) = 200'
4.
FLOOR AND GROUND SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE
2. THE PAVEMENT SLOPE WITHIN ACCESSIBLE PARKING SPACES SHALL NOT EXCEED
ROOMS AND SPACES WITH PUBLIC USE AREAS SHALL BE STABLE, FIRM AND SLIP
2% IN ALL DIRECTIONS.
RESISTANT AND SHALL COMPLY WITH 2O10 ADA SECTION 302.
3. CONTRACTOR TO CONTACT DPR ASSOCIATES FOR ANY VARYING SITE CONDITIONS
5.
CHANGES IN LEVEL IN COMMON USE AREAS SHALL COMPLY WITH ANSI 2009
OR DISCREPANCIES AFFECTING SITE ACCESSIBILITY REQUIREMENTS.
SECTION 303, INCLUDING:
5.1. ANSI 2009 SECTION 303.2: VERTICAL
ADDITIONAL ACCESSIBLE ROUTE NOTES FOR ACCESSIBILITY COMPLIANCE WITH
5.2. ANSI 2009 SECTION 303.3: BEVELED
ICC/ANSI A117, 1-2009, AND 2010 ADA STANDARDS.
5.3. ANSI 2009 SECTION 303.4: RAMPS
1. PROTRUDING OBJECTS ON CIRCULATION PATHS WITHIN COMMON USE AREAS TO
6.
CHANGES IN LEVEL ALONG ACCESSIBLE ROUTES AND INACCESSIBLE ROOMS AND
COMPLY WITH ANSI 2009 SECTION 307, INCLUDING:
SPACES WITH PUBLIC USE AREAS SHALL COMPLY WITH 2O10 ADA SECTION 303
1.1. PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 2T AND
INCLUDING:
NOT MORE THAN 80' ABOVE THE FLOOR SHALL PROTRUDE 4" MAXIMUM
6.1. 2010 ADA SECTION 303.2: VERTICAL
HORIZONTALLY INTO THE CIRCULATION PATH. EXCEPTIONS INCLUDE
6.2. 2010 ADA SECTION 303.3: BEVELED
HANDRAILS, DOOR CLOSERS, AND DOOR STOPS.
6.3. 2010 ADA SECTION 303.4: RAMPS
1.2. POST MOUNTED OBJECTS: OBJECTS ON POST OR PYLONS SHALL BE
PERMITTED TO OVERHANG 4" MAXIMUM, WHERE MORE THAN 27" AND NOT
MORE THAN 80" ABOVE THE FLOOR. OBJECTS ON MULTIPLE POSTS OR
PYLONS WHERE THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS
GREATER THAN 12" SHALL HAVE THE LOWEST EDGE OF SUCH OBJECT
EITHER 27" MAXIMUM OR 80" MINIMUM ABOVE THE FLOOR.
SCALE: 1" = 40'
0 20' 40' 80'
PPROTED FOR
D T�ECKL�ENB CANNING RTMENT
12/01 08t s I
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
I PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
11-23-2021 PER STAFF COMMENTS DBS
08-03-2022 NEW FT TEMPLATE DBS
10-31-2022 FT TURNING MVMT DBS
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
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10-31-22
SCALE
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ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.

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G G G G G G G G G G\ G G G G G G G G G /G G G G G\ G\ G G G G G G
�\ G \\ OAKDALE VILLAGE HOA x� I �__
� LS\\ SA\/TARY l V � \ — — SF -LOG SILT FENCE + LIMIT OF DISTURBANCE
033- 10-305 PER SEME/V\ A /S \ � TP-LOG TREE PROTECTION +LIMIT OF DISTURBANCE
\ \ G R-17MF UNDEVELOPED \ \US 3\ / 00 • \ LOG LIMIT OF DISTURBANCE
f � (� EX. 36" STEEL GAS MAIN ( COLONIAL)
VG G G G G G G G G G G G 1 I G/ )/� G G G G G G G_ G G G� G
°� \ \
G � G \ / / / \ ' X OAKDALE I/ILZLAGE HOA / \ \ \ �
\ / \�o 033->(j 305 � � �
V EG E � �� / � \ R-17MF UND�VEL OPED \ \
4 ­6 -----\O,\ —G �(, G G EX. 10"STEEL CABLELINE(CENTURYLINK) / / \ \ \ \ GRADING PLAN NOTES
G G\ G\ \G G �g G G G G G /
G G �G �G —G —G G G G /G G� \ ' \
G G —� G G ,�G \ \ G V G c G G G4S \
TP——� \ G G EX. 14" STEEL GAS MAIN (PLANTATION) —G G G G G 8 E �SEz \ G� \ \ 1. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT
LOG -sSF-rP-LOG �SF_TP-LOG' _ _ \ G G G SIN \��\ � / / `� \ V G —G G \ FINISHED GRADES
EX. 26" S EL GAS MAIN PLANTA IONU \ \ \ G _— G Ci
moo— V G —�\ \ V � A —
I -S -- G G G G \ I -s TP- G F_ / G G G \ \ 2. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND
— — — A \ G - -LO SF-TP-LOG F-TP-LOG -S -TP-LOG _S -TP-LSF O�X — — —� (-78,0 — G
— � _ — -.� — — � � THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO
\— — _ _ _ _ _ — —A V � � / 5e�e �� 7 — —�— — —\ \ GROUND BREAKING.
— — _ _ _ — _ _ \ �_ _� _ — _ — — _ _ _ _ — — _ \ �� �� _ —
\ \ \ \ , — — — _ _ _ __�_ � V A 3. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OF DESIGN
— — _ — — _ _ — A �� \ — _ _ _ _ _ — A WHEN OBSTRUCTIONS OR GRADE DISCREPANCIES EXIST THAT
SSF,
�� _____ — V/ �1�� V C� O�� V �s—/________ — — \ V \ PA\WHITE \
`— — — _ — — — — 55F � �A � � \ \ PID 0 31 '219 CONFLICT WITH THE INFORMATION SHOWN ON THE EXISTING -- V —___\ \ \ = eye \ �o —��— \ R- UNDEI�ELOPED
�b) — — — — e J6N._ _ _� — A " � / CONDITIONS AND PROPOSED PLANS. SUCH CONDITIONS SHALL BE
—______ a r—_______ --- � —(764 � \ \� �
_ _ _ _ _ = T _ — _ = / _ — _ a \ _ — � > � IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE
\ � -- � V A\ _ �e o — P% I — — -- _ A \ ARCHITECT AND/OR OWNER'S REPRESENTATIVE FOR RESOLUTION.
— — — — -
---- —_ —
� 1 �V \\ \ S V � — — _ _ co _ _ _ I \ � � THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL
1=______-- —� \ — \��� � � _ _ ��68)— � A v \SF�P- I �______
_ �— — = — 771-- — — — — — — : \ _ \ — _ — — \__ \ \ NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH
— SDE/PCCE— ACCESS 770 S � �6 _ — — — — \\ \
_\ y _ — � — — — — - — A \ ssI� — (766)- 77 _ NOTIFICATION.
PCCE @ R/IN \ �� \- �—L _ _ _ _ Z_ — � — — — Tp — I — \
_ _ _ _ _ — -775 _ — — —� a — — — \ \ I \ � \ 4. THE CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF EXISTING
>>2 771 -Y� �-� - - 768 766 PCCE @ R/W I \ — \_ _ \ \ MANHOLES, STRUCTURES, METERS, VALVE COVERS, JUNCTION
II ® -- 77g \ \ 7j4 773 ` \�� _ — � ��� \ \ \ BOXES, ETC. AS REQUIRED TO MEET NEW FINISHED GRADES
I 774 � 1-7 1 y 5 x \ x 772 770 - - I \ /
`<' : "' x".~" l � 5. INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE
I I r \ F® J 773 z � / \ �� :::.,.;.,..}; .�'; •... ; .;:.. •;....•.. \ \
�C PCCE xr_ 772 f..:;c X:;::;.:f;:;v'r:; `.:;..:::.;, •........... ..
F F o 772 - -�-- -ac :::;.. ....
77 -_ �T s------ r}��::A:i;;'::1,•:: .::..: • ;`r:'r'r::::;r::`::;r::::::: <::`:::;:'::;::. •::..:...•. \ PROTECTION OF STRUCTURES, UTILITIES, SIDEWALKS,
l \ ® -.• 1 774 —� --- y.::. ti.. \ ..:.....
-77 t — f:, :•:i?:- rr:: / \
\ — 0 ei S J s}..
C� — -+r _
\ I c� F � F + _ � PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY
01\m c� + \ \ F I
\ m —
-- -
I ::::;•
I 1- m E. I 77 �`so ♦ : ,.:...::..:...... jj..;:..;..;..::;`:::':::` '~ \ SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, AND WASHOUT.
7
k: .
::
♦I 7 I 0 1 1 2 ... - ­ __\ \ \
?::;:\{C;
POOL
0 - :.:\ - I X ___ . � �\ .. ..
I. ti
y ;'' : .
7 6 6. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT
r I r
I —
:::: ::::...:'...::........:...:...:'...::::;•:::::..::
II F® r I �� ::..::.......::..•::...:. RUNOFF WILL DRAIN AWAY FROM BUILDINGS, ACROSS PAVEMENT
\ :: A:•:
/ r T;
\ / I 1 :'-'...•.......:.;;:::::•:::::" •• :.\:::•::::..•':. \ AND/OR LANDSCAPE AREAS TO NEW OR EXISTING STORM DRAIN
r MW*,
:: M1
o I + 4
..
\::;
I i
INLETS DRAINAGE SWALES OR OVERLAND SHEET FLOW.
r ,
on ■ ■■11\ \
\ \ 1 , x :.<'\.:::::::
10' PCCE T2 I \ 2 6 I, /
7. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE
° ':':Y::'::::.... :: A:'i:'
I A
s� o.
■
2-
\\
r
COMPACT AND MOISTURE CONDITION ALL FILL PER THE PROJECT
k
irl- ■
CC
\ I F + 4 ..:..:;;•:::;•..... �':::•.r.•..:rr••:• •.;:..:.. A GEOTECHNICAL ENGINEER'S SPECIFICATIONS. ALL WORK MUST BE
�� I V I ..........
I
....: �;::::;;.;..: .....A::.....::
\ F + A PAUL WHl
d
\ \ I PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL
I / ■ ■
\ I
- 03316 e
i
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21
f
\. ..
CLUBHOUSE REPORT.
`r R 7MF%NDEI/ L
F
O O O O O O O O O O
24
L J ".
R
° I
11 FFE: 777.50
D I 8. ALL FILL MATERIAL SHALL BE APPROVED BY THE PROJECT
I
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I: . \1\ _� \ \ \/ r \
■ ■
\ GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
F . . o \
■
I
I ■
L J. _ \ I \
8
I".
6 :.
•..::.;;:{.:;:; •`r'r'>i::::� `•;;:::;':: is �:
m
9. ALL SLOPES SHALL BE NO STEEPER THAN 2:1 UNLESS NOTED
BUILDING #1 I F � /
1 2 ®®:::...:...::...::.•............. ... ..........
i \ J
\.. ..
• I
I .
I OTHERWISE.
FIFE 782.11 L /
C C C C C
■
PCCE i'
BUILDING #3
' : � . ....... .. .'.... . . . . ' " \j 10. COORDINATE APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES
�� s
1-20
I
��
I
I o FFE: 775.00 " W....
\
STEEPER THAN 3:1 WITH PROJECT GEOTECHNIAL ENGINEER.
.. — . .. *S . \ \ I
L J I � i
i
-RfSHI LANE /
6
I
PCCE
1
I
9
\ \ 11. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO
[ � I i
I
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I� TRANSITION BACK TO EXISTING GRADE.
f1\1
�.
p� \
/ - 12. LIMITS OF CLEARING SHOWN ARE ON GRADING PLAN ARE BASED
7r�\ML....................
✓`� ■ 80
v4d �,
L J U I >.
.. ':.
a
.:'.:: .:•... •....... PAUL b
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::::::•::::...: UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS OR OTHER
. I : \ T T - - --- ---� .---.-� -- --ram- --
■
Q PID 0
........ R 3 S/NGL
;:::..::..,::.... .. -
} �8/ + F + + ° L■1■J r T T I U I �. - / - .:..: r? ::•:C:::.;;•:::... „;.:.C:::' ' GRADING REQUIREMENTS.
rif. I r I A g0 13. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION
3� 5
I ® I ® \ I / \ WITH INSPECTOR.
1 L J L J� / 1 r T�
I ♦ r®T®T®r r®T®T■� ' 1 — — U �-1 \ ■+■I �l _/ 14. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF
L 1 1 J L 1 1 J1.i
J \
\
■ ■
8 � /
T o
2 BUILDING #2 / L■1 \ )I-®J \ / 0.5/o SLOPE ON ALL GUTTERS/FLOW LINES.
n
i 2-3
>8 �O FFE: 781.30 \ 1-______ ___ _______ __� /� /....;::::::::<.•• ••.•• ••::•• •'`"' ` 15. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
�SOF 6 1 . , .../ ELMI KHONDOKER ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF
J PCCE v' 2-1 2 •::.... / .. ...;;•:`:.:•: -� 1 ,3 OGLE FA8 SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
!!� � � R-,3 SINGLE FAMIL Y
II V cP r T ° rTTT ° \ T \ ° . 1 C C C C C C �� ® 42 ��\.:�::: :''::..;•
IL Risks LANE �`� p ®� r T ■ ■ ■ ■ r ■ ■ ■ I % ,�?'`...:::: ~""\ AFFECTED PROPERTY OWNERS.
Q L 1 J ::.': .': .'. :':.':::-::::.:':.'.:':
786 F -- ----- 1- ----- - - -- ■ / 16.
\ \ \ :::
:: .! `�` :: "' "' GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
U \
11 /\
786 �83 779=780 780 �: U \ \ CONTROL PLAN IS A VIOLATION OF THE STATE EROSION CONTROL
I i _ 787 ®3 ® 777
_ ".:.:X...::<:':::"•`.''''``:: \ \ \ ORDINANCE AND IS SUBJECT TO A FINE.
8
• 1:.
1 ALL RETAINING WALLS ON THE SITE WILL BE SUBMITTED AND
II .:1, .
;`...
N
• ,
Via`
':.1':::::::.... ....
:..' •:.
,..
1405
,:•- . PERMITTED UNDER SEPARATE PERMIT.
:.::\
.::
1
I
::'7?'' ::..
:. SAMANTHA REICHARD
k
• J: 1
'<
{.. r. //�\/\j
�� - :•y.
�•'..
.•4 <� PlD 03316209
y:.::.. . '�'.. 4• . ..,..1
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:..r::
N. • •.
• �-,�" R 3 SINGLE FAMILY
"'� -
/ ) - i • Lr. - -
4 7
33 \ \ \ \ 7 \ :::. __� \ \ T l ,� � /` V
\ � \8� / �
\ _ � /
I
\ �5
�If 1,325 62� WORTH SEA
\
�/ l� JEFFREY D/ER —P1"I21=
o \ / �b R-3 SINGLE FAMILY �\_\�R-3 SINGLE FAMILY
0I I I JF� I -/ A�
�
—
F / \
SCALE: 1" = 40'
0 20' 40' 80'
RE= (10
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
2/01 /■022,
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr. design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE
DESCRIPTION
BY
1 6-01-21
PER MECK CO RVW
BS
11-23-2021
PER STAFF COMMENTS
DBS
08-03-2022
PER STAFF COMMENTS
DBS
10-31-2022
PER STAFF COMMENTS
DBS
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY:
SEAL
♦♦\\\\\ y\\\\\MICA )RO "-1/////
OQ'_ �,PNDSCApF <'-
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9 _
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ly
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dzz
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///�////iil/BRENT a S \�� ���\\
11111111
10-31-2022
SCALE
AS INDICATED
DRAWING
GRADING PLAN
C2mOO
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"

LEGEND
I / ILL \ M
II FINAL ROVAI� 2/2� �00
_SF�II /'G%_S A R■. F�� 00h�^ \ I 5 SEE SANITARY SEWER AND WATER DISTRIBUTION
PR OJ TNUMBER: - - u jf \
— — _ = PLANS FOR PUBLIC SAN SWR EXTENSION--
_ FUT MEDIAN BOCV \
ENGINEERING
PCS
/ DETENTION / DRAINAGE PLAN _
E
QONROL
U
BAIL FOR4s R ,
TREE
ORDINANCE—____
RIM
C:DQ1:
--
NOT
: SCHEDUL �-CONS MEETIN
AT LAST
;NYLA.1—
48 HRS+TO-DIST
TTI
RBIN _ Q gggSINi
FOR
FOUNb A~Tlu
9.1 \
A n drew -Po i n d exte r I I FUTURE FRED D ALEXANDER BV RA
W — \
\ \ � I I 2}= _-TRAVEL�NES
\
100 FUTURE R/W iO � I \66 \
\ \ DEDICATED TO CITY OF > \ \ \
Jeff Bock _ — = CHARLOTTEFUT BOC�Z7) A
\ 1 I \ \
-----\ — ® I _ \
�� _ FLIT 8' PLANT STRIP AND 12'TV \ I \
_ -e .- MUP
I \ \
tri — LIMIT OF GRADING�P. \
2- EXT'G TREE LINE, TYP.
1 5 \ y �� - _-- _ E_XT'G SEE TO REMAIN, TYP \
73.50 +73.50 772 770 -
%% \— 772 '..!'. •'•.'..•'•;.'.•• •.'.'..•.' '.'. :• ' .'•... •' .. • � I
PCCE6►----- TP4. -------------4=----------- \
7\
\
IM
___1
+77.60 CO
® 2 2 5�/ 7.t34+?�• . :• �.:�:`" .fir: \
RIM: / 7.60
\ P64.
':''':':' ' ' : ' ::SFE:•$]HEETfi: 4 & C7.05.00 77.53:. .:.:..1\4\\OR DETAILS745
xV < ........... ...,
_ I.T
�� �� •'`�' T�- TREE VE SA
�\
`��' :� •:. NDISTURBED) \�__ '•=.'�:..'.7
1 A
a \'
,`�• , I1 1.'.1/ 1'.'. 'i i.'.�/. i•`/.�i i\.1•`I ,�F �, `••YI •.'n�•�1+.''.•�li, i
a1.�` '`'1 '.. �`1 ,'. ��•• '� ,':\:'•.
• 1• '1' •' 1. 1. •' •'. •1 l '•n.'• '1' '. ,1 4 1''A-1 1' •n 1• , .' '.'. , _� '
SWAL A 3% MIN TO IN I LKCEPT O SITE
\ DRAINAG DIRECT RUNOFF T)PINLE AT LOW
x INT. IN TALL JUTE ME H 6' WIDE AL NG
CENTS �NE OF SWALE
BYPASS STORM DRAINAGE
RIP RAP FOR EROSION /
CONTROL, 12" THICK MIN \
RIP RAP APRON
50' UNDISTURBED PCSO BUFFER
CHARL
+ + + + + + + + +
LANDSCAPE BUFFER
TREE SAVE AREA (UNDISTURBED)
-XXX-
EX. CONTOUR
XXX
CONTOUR
SPOT ELEVATION
X.X%
SLOPE
STORM PIPE
CURB INLET
\
STORM MANHOLE
\
FLARED END SECTION
---------------
LIMITS OF GRADING
—TPF —TPF —
TREE PROTECTION FENCE
117
SANITARY SEWER LINE + MAN HOLE
— W W —
WATER LINE
— DOM DOM—
WATER LINE - DOMESTIC
— FL FL —
WATER LINE - FIRE
f
AREA DRAIN
SUPER SILT FENCE + TREE PROTECTION
SSF-LOG
+ LIMIT OF DISTURBANCE
SF -LOG
SILT FENCE + LIMIT OF DISTURBANCE
TP-LOG
TREE PROTECTION + LIMIT OF DISTURBANCE
LOG
LIMIT OF DISTURBANCE
ALL RETAINING WALLS ON SITE WILL BE
SUBMITTED AND PERMITTED UNDER A
SEPARATE PERMIT.
SCALE: 1" = 20'
0 10, 20' 40'
RE= (10
PPROTED FOR
ECKLENBLt(WLANNING WWRTMENT
2/01 /■022
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE
6-01-21
DESCRIPTION BY
PER MECK CO RVW BS
11-23-2021
PER STAFF COMMENTS DBS
08-03-2022
PER STAFF COMMENTS DBS
10-31-2022
PER STAFF COMMENTS DBS
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
NV
OQ- o�PNDSCgpF /� ��
No. 123
a m
d ti
\
r
'&RENT S�
l l l l l l l l 10-31-2022
SCALE
AS INDICATED
DRAWING
GRADING PLAN - ENLARGEMENT
C2mO2
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
CHARLOTTE_
I Z/ZOIZULZ
1-1 STRUCT RES
FROM TYPE NCDOT RIM I DEPTH
ENGINE
PCSO / DETENTION /
DI-
8
EI OSIO
CONTI
OL.
8
1-4
URBAN
TREE ORDINANCE
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I
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8
CDOT
MH
8
NOTE: SCHEDULE PR
AT LEAST 48 HRS. PRIOR
DISTURBING ACTIVI
FORM FOUND AT http
ONSTR
TO ANY LAND
/charlotteA�go
U/
Z
0
0
0
0
0
N
-a
0
EL
, 1.
;•
-11 STRUCTURE
STRUCT URE
TYPE
STD #NCDOT
RIM
DEPTH
1-11
CI-
840.02
781.00'
5.30'
1-12
CI-
840.02
779.00'
7.30'
1-13
CI-
840.02
777.00'
8.40'
1-14
HW-
838.80
PR STORM 1-20 STRUCTURE
STRUCT URE
TYPE
STD #NCDOT
RIM
DEPTH
1-20
SI-
840.04
780.00'
5.00'
1-21
SI-
840.04
779.00'
4.50'
1-22
JB
840.31
779.50'
5.80'
1-23
JB
840.31
779.00'
6.20'
1-24
CI-
840.02
780.00'
11.10'
1-25
HW-
838.80
PR STORM 1-30 STRUCTURE
STRUCT URE TYPE STD #NCDOT RIM DEPTH
1-30 DI- 840.14 772.50' 5.70'
1-31 HW- 838.80
1
STORM DRAINAGE SCHEDULE
04
indexter
O
:Pe
FROM
STRUCTURE
1-2
1-3
1-4
On
1-6
1-7
FROM
STRUCTURE
1-11
1-12
1-13
FROM
STRUCTURE
1-20
1-21
1-22
1-23
1-24
FROM
STRUCTURE
1-30
INVERT
UP
774.50'
773.80'
773.50'
770.85'
769.80'
769.45'
768.65'
INVERT
UP
775.70'
771.70'
768.60'
INVERT
UP
775.00'
774.50'
773.70'
772.80'
768.90'
INVERT
UP
764.50'
COVER
COVER
COVER
COVER
INVERT
DOWN
774.00'
773.70'
771.30'
770.00'
769.65'
768.85'
768.50'
INVERT
DOWN
771.90'
768.80'
768.50'
INVERT
DOWN
774.70'
773.90'
773.00'
772.40'
j 768.50'
INVERT
DOWN
764.20'
PR STORM 1-1 PIPES
TO PIPE
STRUCTURE SIZE LENGTH
1-2 12" 85'
1-3 12" 20'
1-4 15" 141'
1-5 15" 163'
1-6 18" 25'
1-7 18" 119,
1-8 18" 29'
PR STORM 1-11 PIPES
TO PIPE
STRUCTURE SIZE LENGTH
1-12 15" 126'
1-13 15" 74'
15" 7'
PR STORM 1-20 PIPES
TO PIPE
STRUCTURE SIZE LENGTH
1-21 12" 51'
1-22 12" 107'
1-23 12" 113'
1-24 15" 67'
j 15" j 7'
PR STORM 1-30 PIPES
TO PIPE
STRUCTURE SIZE LENGTH
1-31 15" 41'
SLOPE
0.59%
0.51%
1.56%
0.52%
0.61 %
0.50%
0.51 %
SLOPE
3.02%
3.90%
1.48%
SLOPE
0.59%
0.56%
0.62%
0.59%
j 5.82%
SLOPE
0.72%
REMARKS
RCP
RCP
RCP
RCP (CLASS IV)
RCP (CLASS IV)
RCP (CLASS IV)
RCP
REMARKS
RCP
RCP
RCP
REMARKS
RCP
RCP
RCP
RCP
j RCP
REMARKS
RCP
PR STORM 2-1 STRUCTURES
FROM
STRUCTURE
TYPE
NCDOT
STD #
RIM
DEPTH
2-1
CI-
840.02
776.90'
4.50'
2-2
MH
840.52
777.34'
5.34'
2-3
CI-
840.02
776.16'
6.31'
2-4
CI-
840.02
774.00'
5.05'
2-5
DI-
840.14
774.45'
5.85'
2-6
HW-
1 838.80
n
PR STORM 2-10 STRUCTURES
STRUCTURE URE
TYPE
NCDOSTD #T
RIM
DEPTH
2-10
DI-
840.14
772.50'
8.00'
2-11
HW-
838.80
PR STORM 3-1 STRUCTURES
T
STRUCTURESTD
TYPE
NCDOT
#
RIM
DEPTH
3-1
DI-
840.14
778.50'
3.90'
3-2
MH
840.52
784.10'
10.20'
3-3
FES-
310.02
3-4
MH
840.52
788.38'
5.17'
3-5
MH
840.52
786.12'
13.32'
3-6
CI-
840.02
780.90'
5.90'
3-7
MH
840.52
779.09'
8.09'
3-8
FES-
20.23A
PR STORM 4-1 STRUCTURES
STRUCT URE
TYPE
STD #T
RIM
DEPTH
4-1
SI-
840.04
778.00'
3.00'
4-2
MH
840.52
777.49'
2.85'
4-4
FES-
20.23A
HDPE
DPE
DPE
DPE
HDPE
HDPE
nI nTC:c
1. REFER TO NCDOT STD DETAILS 300.01 FOR METHOD OF STORM PIPE INSTALLATION.
2. ALL CURB INLET RIM ELEVATIONS ARE MEASURED AT CENTER LIP OF EDGE OF PAVEMENT. ALL GRATED DROP INLET RIM
ELEVATIONS ARE MEASURED AT TOP OF GRATE. ALL SLAB DROP INLET RIM ELEVATIONS ARE MEASURED AT BOTTOM OF
THROAT OPENING.
3. ALL SLAB TYPE STRUCTURES ARE OPEN ON ALL FOUR SIDES, UNLESS OTHERWISE NOTED. ALL PIPE MATERIALS ARE TO BE RCP,
CLASS III, UNLESS OTHERWISE NOTED.
4. ALL FLARED END SECTION'S SLOPE AND ORIENTATION ARE TO BE THE SAME AS THE ATTACHED OUTLET PIPE. THE LENGTH OF
ALL FLARED END SECTIONS ARE INCLUDED IN THE OUTLET PIPE'S LENGTH.
5. FOR JB, INSTALL NCDOT STRUCTURE 840.31 WITH OPTIONAL MH FRAME AND GRATE (NCDOT 840.54).
6. OCI = OFFSET CURB INLET, PER CHARLOTTE STANDARD, IF APPLICABLE.
7. STORM DRAINAGE SLOPES SHOWN ON THIS PLAN ARE FOR CONTRACTOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE
FOR CONSTRUCTING THE STORM DRAINAGE TO THE INVERTS SHOWN ON THIS PLAN.
8. ALL CURB INLETS (CI) OR DOUBLE CURB INLETS (DCI) SHALL BE PER NCDOT DETAIL 840.01, 840.02 & 840.03 (BRICK/CONCRETE)
INLET WITH CAST IRON GRATE AND HOOD), UNLESS NOTED OTHERWISE. DCI IS PER CHARLOTTE DETAIL 20.22. ALL DROP INLETS
(DI) SHALL BE SLAB TYPE INLETS PER NCDOT DETAIL 840.04/840.05, UNLESS NOTED OTHERWISE. ALL HEADWALLS (HW) SHALL BE
PER CHARLOTTE DETAIL 20.17A, UNLESS NOTED OTHERWISE.
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
08/03/2022
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
11-23-21 PER STAFF COMMENTS MT
12-28-2021 PER STAFF COMMENTS MT
(EARLY GRADING ONLY)
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
CA /Ro
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=a SEAL
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SCALE 10-31-2022
AS INDICATED
DRAWING
STORM DRAINAGE - CHARTS
C100
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.

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FIN AR
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NOT SCHEDULE PRE-CONSTRU I
AT L ST 48 HRS. PRIOR TO ANY
DISTURBING ACTIVITY USING THIIE
FORM FOUND AT http://charlottenc.gp
337 /
ARLOTITE LLC
6340
PROPERTIES, /LP
03519547 / m
r �
i
I I�I I
BYPASS SD #3-4
DA = 0.1 AC.
BYPASS SD #3-3
DA = 4.1 AC.
' III I III i
12128/2022
PlD 0'J316219 v
R UNDL_'VEL 0PED \
SDRMF-2021-G0048-===___ __/�---- �6 = 17___
—___j
I — — _ : 4) / 765
— 20' SDE/PCCE/SCM ACCESS 770 — — _ �66 = _ _ _ _ — — — \ \ — — _
PCCE @ RIW
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72 771 768 PC a� R/W
® _ _ 9 74 773 �� i —
1 7 770
D % 774 I I 768
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I
.` 0. AC A i 4 \ PAUL WHITE
I :... 03316206
CL BHOUSETO 1-5 I `
r \ I 2-4 f \ \R 7MF LINDEVEL0/
F : 777.50'� �� %
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o FFE: 5.00 �,
-� R(SHI LANE -� �� �� 0.7 AC /
PCCE /
. . TO 2-4
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lD 3317
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,
0.2 AC
0.4 AC — —
FFE: 781.30 TO 2-3
/ 0.2 AC TO 1-4 ------ --- --- / / / �� 1415
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I `. / ���/ ------ �P-1D_Q.3316208R ----
I u' d' 0.3 AC i 2 1 ® / R-3 SINGTE--FAMILY
RIS�iI LANE w p �( ✓ I 0.2 AC 4 2 ��°j
Sp I� TO 1-1�TO 2-1
786 780:.,
- ® / 787 786 - 83 - 77 777 � /
___®R �, �, — " r.. 785
i
BYPASS S ; ; ; ; D #3
AMANTHA RE/CHARD`34,` ;T�;;y:'�; •, •;;�;j��,�`•;""••.. DA=3.7AC."
' •''- • ; , , • " / SINN1(3LE FAMILY3-3 /
/ BYPASS SD #-4-1
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Tll A I �nin nri i I -A ll" � / <
01 1 STORM DRAINAGE AREA PLAN - OVERALL
I PLAN
EL
n
rr
n
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00
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EL
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------771
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_ 770 0.1 AC n ° o
m Z Z TO 1-6 7 77 0
OS POOL
1-25
10' PCCE
0.4 AC
TO 1-13
V=40'
BYPASS SD #-4-1 -
/�
BYPASS SD #3-1
DA = 3.7 AC.
Q
mr-
y�� - BYPASS SD #3-3
DA=4.1AC.•
.) I OFFSITE BYPASS STORM DRAINAGE AREA PLAN - OVERALL
L I PLAN
1 " = 200'
LEGEND
--- ---
EX. RIGHT OF WAY
RIGHT OF WAY
RIP RAP APRON
50' UNDISTURBED PCSO BUFFER
rt �f rt�rt
+ + + + + + + + +
15' LANDSCAPE BUFFER
EX. TREE CANOPY TO REMAIN
XXX-
EX. CONTOUR
XXX
CONTOUR
STORM PIPE
CURB INLET
STORM MANHOLE
FLARED END SECTION
DROP INLET
SCALE: 1" = 40'
0 20' 40' 80'
SCALE:1" = 200'
0 100, 200' 400'
PPRO ED FOR
ECKLENBIt(WLANNING WWRTMENT
2/01 /■021
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06-01-21
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE
DESCRIPTION BY
1 11-23-21
PER STAFF COMMENTS MT
PER STAFF COMMENTS
2 12-28-2021
(EARLY GRADING ONLY) MT
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
R0� 7 xx
=a SEAL
030523
§ov
4
SCALE 10-31-2022
AS INDICATED
DRAWING
STORM DRAINAGE — AREA PLAN
C3001
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

.. - . 1
PROP. RIP -RAP Z__ PROP. RIP -RAP
('//P]�OJECT-NUMBER: sa""021,/.00048
CHARLOTTE PROPOSED CONCRETE OUTLET PIPE
EMERGENCY SPILLWAY AND STRUCTURE
• . • S11
�.
�1
771
THE ORD�CE \
NOTE: S HEDULE P ONSACTI €
IOAT L S 48 HRS.RTND o
DIST RB ACVITYU ONLINE-0
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774 773
P trick Mo 0 TOP @774'
, 773
1 0 0
1 %MIN.
o a
�
0
SLOPE
�.
\
PROPOSED
PERFORATED
\
\
WASHED STONE_
UNDERDRAIN
PVC @ 0.5% SLOPE
\
RIP -RAP BERM
-2' WIDE @ TOP
(TYPICAL)
CLEAN OUT 4 END
F
PIPE & ALL BENDS, TYP. W/
WATER- TIGHT VANDAL
PROOF CAP
ol
I
SCM #1
- SANDFILTER ENLARGEMENT PLAN
I PLAN
IBMP Storage Volume Provided:
Elevation Surface Area Incremental Storage Total Storage
(ft) (Sf) (cf) (Cf)
See Geotech Report for SHWTE
764.5 Bottom of Stone - Provide liner per geo recommendation
765.5 Top of Stone/Bottom of Sand
768.0 Top of Sand Filter/Bottom of Extended Dry Detention Pond
55� (Q 65
ss �P
ssF�P
J ssF�P 7g6
\
pG
PROP. RIP -RAP
OG
PROP. RIP -RAP
\
\ APRON
s APRON
sFrA
/
l
PROPOSED CONCRETE
\ EMERGENCY SPILLWAY
\
s
s�rA
(IN FILL CONDITION)
.766
°
7sa
PUCE @ R/W
as
_770- OUTLET PIPE
--- AND STRUCTURE
-772 SEE SHEET 11
• 1
•-
II -
i768
r _ ��
.l•' ��
���.,� 1•�t�
a •
CHAMBER
SEDIMENT
SLOPE
.2
10' PCCE /
�POSED
� �F611� WASHED
����11 �� RIP -RAP BERM
ss 2' WIDE @TOP /
2 4 / 6" CL AN OUT @ END OF
PIPE & ALL BENDS, TYP. W/
WATER- TIGHT VANDAL
PROOFCAP
n I SCM #2 - SANDFILTER ENLARGEMENT PLAN
L I PLAN
SCM Storage Volume Provided:
Elevation Surface Area Incremental Storage Total Storage
ft Sf (cf) (Cf
See Geotech Report for SHWTE
764.5 Bottom of Stone
765.5 Top of Stone/Bottom of Sand
768.0 Top of Sand Filter/Bottom of Extended Dry Detention Pond
768.0
1,090
0
0 Bottom of Pond
768.0
400
0
0 Bottom of Pond
768.5
5,500
1,648
1,648
768.5
1,800
550
550
769.0
5,800
2,825
4,473
769.0
2,600
1,100
1,650
770.0
6,200
6,000
10,473
770.0
3,200
2,900
4,550
771.0
6,650
6,425
16,898
771.0
3,600
3,400
7,950
772.0
7,100
6,875
23,773
772.0
4,000
3,800
11,750
773.0
7,500
7,300
31,073
773.0
4,500
4,250
16,000
774.0
7,900
7,700
38,773 Top of Pond
774.0
5,000
4,750
20,750 Top of Pond
Static Water Quality Elevation @
769.89 I
Static Water Quality Elevation @
769.88
Static Channel Protection Elevation @
771.67
Static Channel Protection Elevation @
771.36
SCM Inset Table
SCM #1 - SandFilter
Project Name'
Pleasant Grove
SequencelD,
Drainage Area (acres):
1
3.5
Landf U se/Develop ment Type:
Multi-FamitV Residential - Heav
Vegetation Type.,
WA
Percent Built -Upon Area:
85% (Designed)
Sediment Chamber Len th ft_ :
55
Sediment Chamber Width ft.):
20
Sediment Chamber Height ft_ :
2
Type:
Surface
Media Depth fft.1
2-5
Media Surface Area 02.
940
Flow Diverter Present (Y)N):
N
Re elated By:
Post Construction Ordinance
Treatment Effectiveness:
Optimal
NC State Plane X eastin :
1473681.85
NO State Plane Y naAhin :
560596.58
MAINTENANCE SCHEDULE:
REFER TO THE LATEST CHARLOTTE-MECKLENBURG PCSO ADMINISTRATIVE CODE, SECTION 6, AND APPENDICES GI, G2, & G3
FOR BMP OPERATION AND MAINTENANCE AGREEMENT, PLAN & CHECKLIST, THAT INCLUDES ACCESS REQUIREMENT,
INSPECTION GUIDELINES, MAINTENANCE RESPONSIBILITIES, EMERGENCY MAINTENANCE, & RECORD -KEEPING, ETC. LISTED
BELOW ARE RECOMMENDED MAINTENANCE AND INSPECTION SCHEDULE.
GENERAL MAINTENANCE:
• MOW SIDE SLOPES ACCORDING TO THE SEASON AND SPECIES OF VEGETATION.
• INVASIVE SPECIES SHALL BE REMOVED WHEN THEY SURFACE IN THE BMP AREA.
• ALL COMPONENTS OF THE ENGINEERED STRUCTURES ARE TO BE KEPT IN GOOD WORKING ORDER.
• IN CASE THE OWNERSHIP OF THE STORMWATER CONTROL STRUCTURE TRANSFERS, THE CURRENT OWNER SHALL, WITHIN
THIRTY (30) DAYS OF TRANSFER OF OWNERSHIP, NOTIFY THE CITY ENGINEERING DEPARTMENT, STORMWATER
MANAGEMENT DIVISION OF SUCH OWNERSHIP TRANSFER.
MONTHLY AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCH:
• REMOVE DEBRIS AND SEDIMENT FROM BMP & TRASH RACK.
• REMOVE SILT FROM DISCHARGE OPENING & GRATES
• CHECK AND CLEAR ORIFICE OF ANY OBSTRUCTIONS.
• CHECK POND SIDE SLOPES; REMOVE TRASH, REPAIR ERODED AREAS BEFORE NEXT RAINFALL.
QUARTERLY:
INSPECT THE COLLECTION SYSTEM ( I.E. CATCH BASIN PIPING GRASSED SWALES FOR PROPER FUNCTIONING.
• CLEAR ACCUMULATED TRASH FROMBASIN GRATES, AND BASIN BOTTOMS, AND CHECK PIPING FOR OBSTRUCTIONS.
• CHECK BMP INLET PIPES FOR UNDERCUTTING. REPAIR IF NECESSARY.
• REPAIR ANY BROKEN PIPES.
• REPLACE RIP RAP THAT IS CHOKED WITH SEDIMENT.
• RESEED GRASSED SWALES TWICE YEARLY. REPAIR ERODED AREAS IMMEDIATELY.
• INSPECT CONDITION OF SAND MEDIA, REPAIR/REPLACE AS NECESSARY.
YEARLY/ANNUALLY:
• REMOVE ACCUMULATED SEDIMENT FROM BOTTOM OF OUTLET STRUCTURE.
• CHECK AVAILABLE PONDING DEPTHS AT SEVERAL LOCATIONS IN THE FOREBAY/SEDIMENT BASIN USING THE MEASURING
DEVICE. THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BE SUCH THAT IT WILL GIVE AN
ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED SEDIMENTS.
• INSPECT CONDITION OF SAND MEDIA. SKIM 1ST LAYER OF SAND MEDIA AND REMOVE AS NECESSARY. (REPLACE ENTIRE
SAND MEDIA SECTION APPROXIMATELY ONCE EVERY 3 YEARS, AS NECESSARY)
• SHOULD THE SAND MEDIA BECOME CONTAMINATED, THE ENTIRE SAND MEDIA LAYER IS TO BE REPLACED.
• PUMP OILS AND GRIT FROM SEDIMENT CHAMBER.
SCM Inset Table
SCM #2 - SandFilter
Project Name:
Pleasant Grave
Pffluence III:
2
Draina a Area (acres):
1.3
Land Use/Development T
WL11ii-Familly Residential - Heavy
Veoetaflon Type-,
N/A
Percent Built -Upon Area:
85 Des nedl
Sediment Chamber Len th ft.:
20
Sediment Chamber Width ft.:
21
Sediment Chamber Height ft.:
2
Type:
Surface
Media Depth ft.:
2.5
Wdia Surface Area ft2 :
403
Flow Drveder Present (Y/N)-
N
Regulated E:
Post Cogstruction Ordinance
Treatment Effectiveness-
Optimal
NC State Plane X eastin :
1473681-85
NC State Plane Y north in :
560596.58
CONSTRUCTION NOTES:
1. CONTRACTOR MUST CONSTRUCT ALL BMPs TO THE MINIMUM DESIGN SURFACE
AREA AND VOLUME AS SPECIFIED.
2. CONVERT TO BMP SAND FILTER(S) AND DRY DETENTION POND FINAL
CONDITION AND INSTALL FILTRATION CONTROLS AND FILTER MEDIA
ONLY AFTER THE ENTIRE CONTRIBUTING DRAINAGE AREA IS STABILIZED.
THE FILTER'S SAND BED MUST ONLY BE CONSTRUCTED AFTER SITE
CONSTRUCTION IS COMPLETED AND UPSTREAM DRAINAGE AREA IS
COMPLETELY STABILIZED.
3. WHEN CONVERTING BASINS TO BMP SAND FILTERS, CONTRACTOR SHALL
EXCAVATE MIN. 1.5% SLOPE TO EXISTING (FLAT) BASIN BOTTOM WHILE
MAINTAINING APPROVED DESIGN SPECIFICATIONS SHOWN.
GENERAL NOTES:
1. REFER TO THE LATEST CHARLOTTE-MECKLENBURG STORMWATER BMP MANUAL,
CHAPTER 4, FOR COMPLETE REFERENCE TO DETAILED DESIGN INFORMATION,
EMBANKMENT SPECIFICATIONS & SAFETY FEATURES; CHAPTER 6 FOR VEGETATION,
LANDSCAPING AND SOIL COMPOSITION SPECIFICATIONS, APPENDICES A, B, C & D
FOR PLANTS LIST AND SPACING REQUIREMENTS, AS APPLICABLE.
2. REFER TO CHARLOTTE PCSO ORDINANCE, ADMINISTRATIVE MANUAL, SECTION 10
FOR FINAL STORMWATER MANAGEMENT PLAT(S); SECTION 11 AND APPENDIX G FOR
BMP OPERATION AND MAINTENANCE AGREEMENT; SECTION 12 FOR AS -BUILT PLAN
REQUIREMENTS; SECTION 13 FOR GENERAL BMP CONSTRUCTION PRACTICES; &
SECTION 15 FOR REQUIRED INSPECTIONS (QUALIFICATIONS, CRITERA, & REPORT).
3. ALSO REFER TO CHARLOTTE-MECKLENBURG PCSO MAINTENANCE HANDBOOK FOR
ROUTINE MAINTENANCE TASKS AND SCHEDULE, MAJOR MAINTENANCE ACTIVITIES,
AS WELL AS DETAILED INSPECTION CHECKLISTS.
OPERATION AND MAINTENANCE NOTES
REFER TO THE LATEST CHARLOTTE-MECKLENBURG PCSO ADMINISTRATIVE CODE, SECTION 6, AND
APPENDICES G1, G2, & G3 FOR BMP OPERATION AND MAINTENANCE AGREEMENT AND EASEMENT
AGREEMENT, CHECKLIST, THAT INCLUDES ACCESS REQUIREMENT, INSPECTION GUIDELINES, MAINTENANCE
RESPONSIBILITIES, EMERGENCY MAINTENANCE, FINANCIAL REPORTING & RECORD -KEEPING, ETC.
1. STABLE GROUNDCOVER MUST BE PRESENT IN THE ENTIRE DRAINAGE AREA BEFORE INSTALLATION OF
THE SAND FILTER AND SHOULD BE MAINTAINED TO REDUCE THE SEDIMENT LOAD TO THE BMP.
2. AFTER THE BMP IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A MONTH AND WITHIN 24 HOURS
AFTER EVERY STORM EVENT GREATER THAN 1.0 INCH. RECORDS OF OPERATION AND MAINTENANCE
SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE AVAILABLE UPON REQUEST.
3. IMMEDIATELY AFTER THE BMP IS ESTABLISHED, THE VEGETATION WITHIN THE BMP SHOULD BE
WATERED TWICE WEEKLY AS NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX
WEEKS).
4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING
OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT
PRACTICAL.
5. ONCE A YEAR, A NORTH CAROLINA PROFESSIONAL ENGINEER OR LANDSCAPE ARCHITECT, SHOULD
INSPECT THE FACILITY USING THE MAINTENANCE AND INSPECTION CHECKLIST WHICH SHOULD BE
SEALED AND MAILED TO THE CITY.
6. AT THE END OF THE FIRST YEAR AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD,
ALL VEGETATION THAT DO NOT SURVIVE MUST BE REPLACED. ESTABLISHMENT PROCEDURES, SUCH
AS CONTROL OF INVASIVE WEEDS, ANIMAL AND VANDAL DAMAGE, MULCHING, RE -STAKING, WATERING,
AND MESH OR TUBE PROTECTION REPLACEMENT, SHALL BE IMPLEMENTED TO THE EXTENT NEEDED
TO ENSURE PLANT SURVIVAL. STAKING MUST BE REMOVED AFTER ESTABLISHMENT (APPROXIMATELY
12 MONTHS) TO PREVENT GIRDLING (STRANGLING) OF ALL WOODY PLANTS.
(766)
LEGEND
EX. RIGHT OF WAY
RIGHT OF WAY
RIP RAP APRON
50' UNDISTURBED PCSO BUFFER
rt 7
+++++++++
+++++++++
15'LANDSCAPEBUFFER
EX. TREE CANOPY TO REMAIN
-XXX-
EX. CONTOUR
XXX
CONTOUR
STORM PIPE
CURB INLET
STORM MANHOLE
FLARED END SECTION
DROP INLET
Sand Filter Maintenance Tasks and Schedule
TASK
SCHEDULE
Street sweep parking lot
Quarterly
Trash removal
Monthly
Inspect outlet for obstructions
Monthly
Inspect for clogging
Monthly
Inspect inlet grates
Monthly
Skim sand media
Yearly
Pump oil and grit from sedimentation
Yearly or at 50% full
chamber
Replace sand media
As needed (expect 3 years)
SCALE: 1" = 20'
0 10, 20' 40'
PPROTED FOR
T ECKLENB LANNING IRTMENT
12/01 (R6 s I n
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS MT
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
=a SEAL
030523
°�a yea
a Fti
Ede
ti
G
� N
NI
SCALE
AS INDICATED
DRAWING
STORM DRAINAGE - SCM PLAN
C102
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN 0R DRAWING AND ANY ACCOMPANYING DOCUMENTS 0R CALCULATIONS ARE THE PROPERTY 0F DPR ASSOCIATES, INC. AND ARE INTENDED SO LEY FOR THE USE 0F THE RECIPIENT NOTED. NO THIRD PARTY USE 0R MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
m
CHARLOTTE_
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
SAND FILTER AREA
WASHED BERMUDA SOD
kn d rew r ■ (ff�OIC MUST MEET AR FILTERI PERMEA ILLIITY
RATE OF 75 GAL. / MIN. / SQ.FT.)
CLEAN OUT, TYP
Jof f B ` 2.5' SAND FILTER MEDIA
(ASTM C-33 MEDIUM 2' MAX.
AGGREGATE CONC. SAND)
iince 52m
L...................................... ........I.......I....... ..
'atrick CMonroe
..........................................................................
6" PERFORATED UNDERDRAIN PIPE 3/8" J 12" OF #57 WASHED STONE
PERFORATIONS, 3" CENTER -CENTER ALONG 4 W/ 4" MIN. COVER OVER PIPES
ROWS SPACED @ 90° APART @ 0.5% MIN. SLOPE
(SCH 40 PVC OR DOUBLE WALL HDPE)
,I SCM 1 & 2 TYPICAL SAND FILTER CROSS SECTION
1 SCALE: NOT TO SCALE
OUTLET CONTROL STRUCTURE RISER NOTES:
GRASS STRIP
2.5' MIN. DEPTH
12" MIN. DEPTH @ THE MOST UPSTREAM SIDE
NON -WOVEN FILTER FABRIC TOP AND BOTTOM OF STONE (MIRAFI 180N OR
EQUAL- MUST MEET A PERMEABILITY RATE OF 75 GAL./ MIN. / SQ. FT.)
NOTE: DRAINAGE AREA MUST BE
STABILIZED BEFORE FILTRATION CONTROLS
AND FILTER MEDIA ARE INSTALLED
1.
ALL PRE -CAST SECTIONS TO BE ATTACHED AND REMAIN WATER TIGHT TO PREVENT
FLOATATION.
2.
PRECAST RISER TOP SECTION WITH A MINIMUM 4 FT. HEIGHT AS A SINGLE PIECE.
3.
PRECAST RISER BASE SECTION AS A SINGLE PIECE TO
12" OVER OUTFALL PIPE.
PROPOSED WEIR
4.
ALL CONCRETE TO BE 3000 PSI.
BMP 1: ELEV. @ 772.5'
5.
THE JOINT BETWEEN OUTLET PIPE & PRECAST RISER OPENING
MUST BE
BMP 2: ELEV. @ 772.5'
WATERTIGHT AND FILLED WITH NON -SHRINK GROUT.
TRASH RACK W/ 7" HIGH OPENING
TO BE INSTALLED IN EACH WEIR.
(SEE DETAILS 6 THIS SHEET)
OUTLET CONTROL STRUCTURE
SCM 1
SCM 2
8' WIDTH TOP OF EMBANKMENT
BMP 1: ELEV. @ 774.0'
#840.04 MODIFIED, n
100-YR STORM ELEV. ® 773.00'
100-YR STORM ELEV.
®
772.62'
BMP 2: ELEV. @ 774.0'
THIS SHEO�CDOT
(1-30, 2-10) p
50-YR STORM ELEV. ® 772.87'
50-YR STORM ELEV.
®
772.56'
p
25-YR STORM ELEV. ® 772.75'
25-YR STORM ELEV.
®
772.52'
10' EMERGENCY SPILLWAY
a
10-YR STORM ELEV. ® 772.60'
10-YR STORM ELEV.
®
771.91'
BMP 1: ELEV. @ 773.0
TOP SLAB W/ MH COVER
�7
1 YR-24HR CP ELEV. ® 770.00'
1 YR-24HR CP ELEV.
®
770.42'
BMP 2: ELEV. @ 773.0'
8' WIDE
p
11N-6HR WQ ELEV. ® 768.05'
11N-6HR WQ ELEV.
®
768.05'
GEOTECH ENGINEER TO
=
SUPPLY DESIGN
JUSTIFICATION FOR 2:1 5%
SLOPE EMBANKMENT. 3
1
EARTH EMBANKMENT - CONSTRUCT WITH
6"
LOW -PERMEABILITY SOIL FREE OF ROCKS,
ROOTS, & ORGANIC MATERIAL AT 95% MIN.
COMPACTION. EXACT FILL MATERIAL,
BMP 1 - 1.0" 0 ORIFICE INV. @770.0'
COMPACTION RATE, MOISTURE CONTENT, 1
2
BMP 2 - 1.0" 0 ORIFICE INV. @ 770.0'
AND METHODOLOGY ARE TO BE
RECOMMENDED, TESTED AND CERTIFIED BY A
GEOTECHNICAL ENGINEER. (TYPICAL FOR ALL
ORIFICE SHIELD (EXTEND FROM 12" MIN
TOP OF SAND FILTER BED
/BOTTOM OF BASIN
PONDS).
BELOW ORIFICE OPENING TO WEIR LEVEL)
BMP 1 - ELEV @ 768.0'
BMP 2 - ELEV @ 768.0'
�^
PRE -CON MEETING WITH CITY INSPECTOR &
GEOTECH ENGINEER IS REQUIRED PRIOR TO
Ir
STARTING ANY EMBANKMENT WORK.
OUTFLOW
SEE STORM
DRAINAGE
-
CHART ON THIS
SHEET
ANTI -SEEP COLLARS
SEE THIS SHEET
SCM 1 & 2 TYPICAL SAND FILTER CROSS SECTION A - A
v I SCALE: NOT TO SCALE
TRASH RACK (TOP OF BOX) DETAIL
lJ I SCALE: NOT TO SCALE
POURED -IN -PLACE
CONCRETE
NOTES:
2' RING W/ COVER (CENTER
OVER STEPS) NEENAH
FOUNDARY R-6040 OR
APPROVED EQUAL
6" CONCRETE SLAB
BAR SCREEN TRASH RACK
ALL WEIR OPENINGS
(SEE DETAIL THIS SHEET)
#5 REBAR @ 6" OC IN FRONT
& REAR FACE OF COLLAR.
REBAR TO HAVE 6" MIN.
CONC COVER FROM EDGE OR
FACE OF COLLAR
Y
OUTLET PIPE
1. ALL CONCRETE TO BE 3000 PSI NON -FLY ASH
7 CONCRETE ANTI -SEEP COLLAR DETAIL
1 I SCALE: NOT TO SCALE
POND
X
Y
BMP #1
6.5'
6.5'
BMP #2
6.5'
6.5'
ANTI -SEEP COLLARS
(CONSTRUCT OVER PIPE JOINTS NEAR CENTER OF OUTLET PIPE)
2 MIN. PER POND
THE TOP OF THE SAND FILTER MEDIA
MUST BE PROTECTED.
USE A
FILTER FABRIC WITH A LAYER OF
WASHED #2 STONE ON TOP.
2.5'
CLEANED WASHED
"CONCRETE"
SAND
NOTES:
1. "CONCRETE" SAND REFERS TO SAND THAT
IS COMMONLY USED IN CONCRETE MIXES.
2. ALL DRAINAGE AREAS TO A SAND FILTER
FACILITY ARE TO BE STABILIZED PRIOR
TO INSTALLATION OF SAND.
3. UNDERDRAIN PIPES SHOULD BE MIN. 6"
PERFORATED SCHEDULE 40 PVC (PER
AASHTO M278) OR DOUBLE WALL HDPE
(PER AASHTO M252). PERFORATIONS
SHOULD BE %" SPACED 3" ON CENTER
ALONG 4 LONGITUDINAL ROWS SPACED
90' APART.
d
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
(3IAPJJOT E INCLUDES CHARLOTTE ETd
TOP OF
EMBANKMENT
3 1 1' MIN.
GRASSES OR FIBER
REINFORCED CONCRETE
EMERGENCY SPILLWAY
EMERGENCY SPILLWAY
L I SCALE: NOT TO SCALE
2' HIGH MIN. RIPRAP BERM
2' WIDE MIN. TOP
BMP 1 - ELEV @ 770.0'
BMP 2 - ELEV @ 770.0'
6" LAYER #57 STONE
WATER DEPTH
0.5'
FREEBOARD
MIN.
H
SPILLWAY CREST
IIIIIIIII IIIIII -IIIIII-
COMPACTED
-IIIIII
SUBGRADE
NOTE:
1. CONCRETE SPLILLWAY FOR BMP 1 & 2
2. PROVIDE EXPANSION JOINTS AT 10' ON CENTER.
3. EXTEND SPILLWAY FROM 3' BELOW TOP OF
EMBANKMENT ON UPSTREAM FACE TO TOE ON
DOWNSTREAM FACE OF SLOPE.
FOREBAY
SEDIMENTATION
CHAMBER
r?
INLET
MAINTAIN 1% SLOPE MINIMUM PIPE
-
BOTTOM SAND MEDIA/
TOP OF STONE
BMP 1 - ELEV. @ 765.5'
BMP 2 - ELEV. @ 765.5'
BOTTOM STONE
BMP 1 - ELEV. @ 764.5'
BMP 2 - ELEV. @ 764.5'
TYPICAL SECTION
NOTE: CONTRACTOR TO ALSO REFER TO CHARLOTTE BMP DESIGN
MANUAL, SECTION 4.0.6 FOR REQUIRED SPECS ON EMBANKMENT FILL
MATERIALS, CONSTRUCTION METHOD, AND FIELD QUALITY CONTROL.
FILTER FABRIC
MIN. PERMIABILITY
RATE OF 3.5 FT/DAY
FILTER FABRIC
PERFORATED
PIPE/GRAVEL
UNDERDRAIN
SYSTEM
SURFACE SAND FILTER SECTION
�1
3 MAX
m
4'
35'
8" a .. .
LEVEL SPILLWAY
CREST -
COMPACTED -�
SUBGRADE -� c
5" THICK 3000 PSI CONC. W/
6X6, 10/10 WWF 2" FROM TOP
CLASS I RIP -RAP d50 MEDIAN
DIA. = 8" ON FILTER FABRIC
no
2'-0"
Ti
18„
r
6.0
3/8" x 3" LAG BOLTS
INTO CONC. (MIN. 3
REQ'D EACH SIDE)
5.0
4.0
12 GAUGE ALUMINUM
OUTLET
PLATE (ROLLED &
PIPE
BENT TO SHAPE)
I -
STEPS AT 12" O.C. TO
STRUCTURE BOTTOM
MANHOLE COVER (ABOVE).3 -� r1_
N r7
CENTER OVER STEPS
ORIFICE THROUGH
EDGE OF PRECAST BASE �'� RISER WALL
ORIFICE & SHIELD ORIFICE SHIELD
(SEE DETAIL AT RIGHT)
A WEIR OPENING-
2 SIDES (80" TOTAL)
OUTLET CONTROL STRUCTURE AND ORIFICE SHIELD -TOP VIEW
SCALE: NOT TO SCALE NCDOT 840.04 MODIFIED
F BAR SCREEN TRASH RACK DETAIL
v I SCALE: NOT TO SCALE
TOP OF SLAB
EXPANSION
BOLTS (4 REQ'D)
2" X 2" X 1/" ANGLE
(TYP.)
1 /2" 0 REBAR @ 5"
O.C.
EXPANSION BOLTS (4 REQ'D)
UNDERDRAIN
NOTES: COLLECTION POST -CONSTRUCTION
1. ALL SAND FILTERS SHALL HAVE A SYSTEM CONTROLS
MINIMUM 20 FOOT ACCESS EASEMENT EASEMENT
CONNECTING TO A DEDICATED PUBLIC CLEANOUT PCCE
RIGHT OF WAY. ACCESS ROAD SHALL RIP4N,'
PCCE _ _ _ _ _ - PCCE- - (PCCE)
- - - - - - - - - - - - - -
LONG. HAVEMGRADE OFFIN 12' i 151%Z MD WIDTH, Max. APRCROSS-SLOPE 5%. IN ADDITION, A
10-FOOT WIDE PERMANENT
MAINTENANCE ACCESS EASEMENT MUST _SDE
BE PROVIDED AROUND THE PERIMETER T \T.. T .....................
OF ALL BMPS TO ALLOW FOR.. ........ ..............
ADEQUATE MAINTENANCE AND REPAIR.
2. ALL DRAINAGE AREAS TO A SAND PRETREATMENT
FILTER FACILITY ARE TO BE SEDIMENTATION ..........................
O _
STABILIZED PRIOR TO INSTALLATION OF
SAND. CHAMBER OUTFLOW
3. CLEAN OUTS IN THE UNDERDRAIN (FOREBAY) I
SYSTEM ARE TO BE PROVIDED EVERY I
.............................................
50' MINIMUM. CLEAN OUTS SHALL - - - - - - -�
HAVE WATER TIGHT, VANDAL PROOF SIDE
CAPS AND EXTEND 6" ABOVE THE I I
SURFACE.
I
4. DEMONSTRATION OF APPROPRIATE ----------------------------------- -- -----J
SAFETY FACTORS AGAINST FAILURE PCCE PCCE OVERFLOW
THROUGH GEOTECHNICAL ANALYSIS BY SAND
A LICENSED PROFESSIONAL ENGINEER FILTER SPILLWAY
SHALL BE REQUIRED FOR EMBANKMENT BED AS NEEDED
SLOPES STEEPER THAN 3:1. PLAN
5. WATER -TIGHT SEAL MUST BE PROVIDED PLAN VIEW
BETWEEN ALL RISER AND PIPE JOINT VV ALL
CONNECTIONS.
REINFORCED CONCRETE EMBANKMENT
SEE INSET PIPE (RCP) REQUIRED FOR SLOPES
PERFORATED FOR OPTION OUTLET PIPE. NO HDPE 3:1 MAX
STANDPIPE OR CMP PERMITTED.
r ,EARTHEN RIP -RAP OVERFL01
BERM ���SPILLWAY
INSET
dx
CITY OF CHARLOTTE
STD. NO. REV. LAND DEVELOPMENT STANDARDS
21.25 18 CMRL0TTF. INCLUDES CHARLOTTE ETd
#57 WASHED
WQV STONE
)REBAY
PROFILE VIEW
MAr�, M� M AM
x-- __ �..
CLEANOUTJ
UNDERDRAIN
COLLECTION
SYSTEM
SURFACE SAND FILTER
AS
NEEDED
OUTFLOW
SPECIFY
SEEPAGE
CONTROL
MEASURES
NOT TO SCALE
STD. NO. I REV.
21.24 120,
I
Hr Kuvtu rUR
C RLOTTE- EN ING DEPAR
n P Cott
mn0pr nInnninra rivil Pnr inPPrinn
919 berryhill rd. ste 101. charlotte, nc 28208
7AA 77-)11nn
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA 28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS MT
PROJ. MANAGER: B.S
DRAWN BY: B.L.M.T T.W
CHECKED BY: B.S H.N
SEAL
\\\\\CAIRO
�\\\\II
`?
Qs°S� i
� xi F
=a SEAL
030523
• NG
II IIIIII\\\\\
10-�i-2022
SCALE
AS INDICATED
DRAWING
STORM DRAINAGE - SCM
DETAILS
C103
MENT
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
ORIGINAL SHEET SIZE: 24" X 36'

•
CHARLOTTE
I I
PROJECT NUMBER: SD
Eklp'INEERING
PCSO / I
ETENTION / DRAINAGE PLAN
E
9
SION CONTROL
U:
N FORESTRY
THE
OR
INANCE
CD
T
NOTE:
SCHEDULE
PRE -CONSTRUCTION MEETING
AT LEAST
48 HRS. PRIOR TO ANY LAND
DIST
JRB
ING ACTIVITY USING THE ONLINE
FORIII,
FOJND
AT http://charlottertc.goWrd
And
V I
KL /A/,'
X 5U1HLHL,­) LAND & R1W
PID OJ520102
FUTURE THOROUGHFARE
0 KDALE 017EEIN HOW, INC
PID J5
HoLqOZ
(77
[COM ON OPEN SPA"r
OAKDA E OR OfElN H QA, INC
M
- �J
OO�
,9
0)
�TEMP INLET
PROTECTION OLDS 4
#30.09, TYP
Ktfi'A MCCLUNEY
PID Oj" EC BASIN 1
CILDS #30.03A
(SEE ENLARGEMENT
SHEET C4.01)
INSTALL STORM RUN #3-1
THROUGH #3-8 @INITIAL EC PHASE,
CD
--i
SEE STORM CHART (SHEET C3.00)
C-)
�
FOR STORM DESIGN INFO
LIMIT OF WORK INCLUDE PLEASANT
-
ROVE RDWAY WIDENING. SEE
0
DPR PLANS SERIES C-10 FOR
RDWAY IMPROV PLAN
TEMP. STABILIZED
CONSTRUCTION
ENTRANCE &
TIREWASH,TYP.
CILDS #30.1 1A+B
r
C/)
0
1 D'TEMPORARY�—
�CONSTRUCTION ESMT
j 62,39
DENNY DALE, JR
C/)
PID OJ51956JI
M
A
HA
LIMIT OF WORK INCLUDE PLEASANT
-
GROVE RDWAY WIDENING. SEE
r
DPR PLANS SERIES C-10 FOR
RDWAY IMPROV PLAN
1821 129
1'
r
PREFERRED HOMES OF 1121 "_
CHARLOTTE LLC BORROWER LL
PID OJ519314 PID OJ519315
OAKDALE DRIVE
50'PUBLic R/w
�.� / / / / / � ' /� i i \ I \ \ \ PROP. LIMIT OF
LEGEND
0
EX. RIGHT OF WAY
RIGHT OF WAY
RIP RAP APRON
TREE SAVE AREA
FOR PERMANENT SEWER
S
S
EXTENSION TIE-IN
.............................. *....�)
EX. TREE CANOPY TO REMAIN
o/r / SS
's
-PA1201, C Mm -760- — EX. CONTOUR
1 7 C)
SG
CONTOUR
0
LJ
000:10K:�� STORM PIPE
f 240.9
M;AE '�J'IARD
EA% 'D9j"\
EMIT CURB INLET
GAS E D STORM MANHOLE
UNbe
OL 0 �RN V
)G��5 5 __6 " 17 FR —OP—L AIM —IT-0-F] FLARED END SECTION
--IGRADING, TYP.
SjA�ITARY DROP INLET
OAKDALE VILLAX HOA75
FZ
033-10 0 EWER EMIT \ U
R-17AfF UN;LjVEf0PE_D
7� TEMP0 INLET PROTECTION
SUPER SILT FENCE W/ D,47L
ADDED TREE FENCE ORANGE
BARBED WIRE FENCE OAKDALE VILLAGE HOA
G" �A FABRIC AS FOR TREE 033 --"05
PROTECTION, TYP. MEANDERS BACK AND 7MFUNDEVELOPED
R-1
CLDS #30 06D P Ann) G FORTH ALONG
PROPERTY LINE TO G) 6
REMAIN
0�15_0)
-7
TYP. CUDS & 40.02
-,,OFFSITE BYPASS
OFFSITE BYP *o** 7
DA: 5.2 AC.,/ /ASS 0
4.6 AC.
L
0
G D A]
DMA:
CH/
SUPER SILT FENCE + TREE
SSF-LOG— PROTECTION + LIMIT OF DISTURB NICE
SIF-1_013— SILT FENCE + LIMIT OF DISTURBA CE
TREE PROTECTION + LIMIT OF
TP-LOG DISTURBANCE
LOG— LOG— LIMIT OF DISTURBANCE
0 0 0 01 TEMP. CONSTRUCTION ENTRANCE
-0-0
— TD TEMPORARY DIVERSION DITCH
SEDIMENT BASIN PRE DRAINAGE
AREA BOUNDARY
—13F—BF PROP. BAFFLES
TEMPORARY
SILT FENCE OUTLET
TEMPORARY ROCK OR
STAKED WATTLE CHECK DAM
STEEP SLOPES
100 lbs/acre tall fescue
SEEDING 30 lbs/acre Sericec lespedeza
MIXTURE 80 lbs/ocre of tall fesue (unscarified after August 15)
1 10 lbs/acre Kobe lespedeza
FALL: August 25 - October FALL: August 25 - October 15
Late winter: February 15 - April 15 Late winter: February 15 - April 15
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add
DATES 15 lbs/acre hulled Bermucagrass 15 lbs/acre hulled Bermudograss
Overseeding of Kobe lespedeza over fall -seeded Overseeding of Kobe lespedeza over fall -seeded
tall fescue is very effective. tall fescue is very effective.
SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000
AMENDMENT] lbs/acre limestone and 1000 lbs/acre 10-10-10 lbs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer. fertilizer.
STEEP SLOPES
,3J 162--�,6 --EROSION CONTROL NOTES
SEEDING SCHEDULE
77 N� 1 ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. TEMPORARY SEEDING FOR WARM AND COOL SEASON
2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING / 6/ EARLY SUMMER SEASON
10 AnKAIKII.qTPATnP / /I
4VF 1 r-lr- 1,1 1 T /1,UUN I T MMUOI UN 1,UN I MUL UMUI IWANIr_ tAN U 10 OUDJ Ell i i U /-\ r i i4r_
6. 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
PEGGY DOIN L
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM
1 215
PID DJJ15 THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
41f TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
/ I \1 I ! I \ 40P ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
woe 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
# 1830 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10, REQUIRE
PROGRESS RESIDENT/AL ADEQUATE TERRACING [CLDSM #30.161
BORROWER 5 L
PID 03519429 so 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
752-15—
dENNIFER L. STANLEY
PID DJ519402
SS
S,S q
S PROP. SEWER TIE-IN P 0 0
SLOCATION '�_5
Qr
_�Af_ IN SS
S SS
—GRADING
WITHIN EXISTING EASEMENT
SEEDING 40 lbs/acre of German millet 120 lbs/acre Rye (grain)
MIXTURE 80 lbs/acre of tall fesue 80 lbs/acre tell fesue
May 1 - August 15 October 25 - December 30
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15,
DATES add 50 lbs/acre of annual Kobe lespedeza.
Apply 4000 lbs/acre straw or equivalent Apply 4000 lbs/acre straw or equivalent
hydroseeding. hydroseeding.
SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000
AMENDMENTS lbs/acre limestone and 750 lbs/ocre 10-10-10 lbs/acre limestone and 750 lbs/acre 10-10-10
fertilizer. fertilizer.
PREVIOUSLY APPROVED.
woos goo*
GEP4ERAL N'OTE&'
I
_f OLILL%f- \N
= 7,RAC. (IN�(UDING/PUBLIC ROAD qXTENSIONS, GRAVITY SEWER
pjAND WA�ERLINE E NSIONS),
7 2. SOILT>�PES:Ce HEB (CEeIL'
(ENA SANDY LOA
oG LANE
1. I /PROPOSED/DISTURBE AREA
60' PUBLIC
SAND Y L/OAM, HE
0
Knowwhars below.
SCALE: 1 " = 60'
0 30' 60' 120'
Call before you dig. RE=
COPYRIGHT@2021
INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
2/01/1022,-,,
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS HN/MT
PER STAFF COMMENTS
2 12-28-2021 (EARLY GRADING ONLY) MIT
PROJI. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
CAIRO
s S 1,6%
SEAL
030523
GIN
IN
�
as SCALE U U
AS INDICATED
DRAWING
EROSION CONTROL
-STAGE I
OVERALL
ORIGINAL SHEET SIZE 24" X 36"
C4.00
DPR ASSOCIATES,
PLEASANT
GROVE
APARTMENTS
100 lbs/acre tall fescue
SEEDING 30 lbs/acre Sericec lespedeza
MIXTURE 80 lbs/ocre of tall fesue (unscarified after August 15)
1 10 lbs/acre Kobe lespedeza
FALL: August 25 - October FALL: August 25 - October 15
Late winter: February 15 - April 15 Late winter: February 15 - April 15
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add
DATES 15 lbs/acre hulled Bermucagrass 15 lbs/acre hulled Bermudograss
Overseeding of Kobe lespedeza over fall -seeded Overseeding of Kobe lespedeza over fall -seeded
tall fescue is very effective. tall fescue is very effective.
SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000
AMENDMENT] lbs/acre limestone and 1000 lbs/acre 10-10-10 lbs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer. fertilizer.
STEEP SLOPES
,3J 162--�,6 --EROSION CONTROL NOTES
SEEDING SCHEDULE
77 N� 1 ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. TEMPORARY SEEDING FOR WARM AND COOL SEASON
2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING / 6/ EARLY SUMMER SEASON
10 AnKAIKII.qTPATnP / /I
4VF 1 r-lr- 1,1 1 T /1,UUN I T MMUOI UN 1,UN I MUL UMUI IWANIr_ tAN U 10 OUDJ Ell i i U /-\ r i i4r_
6. 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
PEGGY DOIN L
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM
1 215
PID DJJ15 THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
41f TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
/ I \1 I ! I \ 40P ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
woe 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
# 1830 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10, REQUIRE
PROGRESS RESIDENT/AL ADEQUATE TERRACING [CLDSM #30.161
BORROWER 5 L
PID 03519429 so 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
752-15—
dENNIFER L. STANLEY
PID DJ519402
SS
S,S q
S PROP. SEWER TIE-IN P 0 0
SLOCATION '�_5
Qr
_�Af_ IN SS
S SS
—GRADING
WITHIN EXISTING EASEMENT
SEEDING 40 lbs/acre of German millet 120 lbs/acre Rye (grain)
MIXTURE 80 lbs/acre of tall fesue 80 lbs/acre tell fesue
May 1 - August 15 October 25 - December 30
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15,
DATES add 50 lbs/acre of annual Kobe lespedeza.
Apply 4000 lbs/acre straw or equivalent Apply 4000 lbs/acre straw or equivalent
hydroseeding. hydroseeding.
SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000
AMENDMENTS lbs/acre limestone and 750 lbs/ocre 10-10-10 lbs/acre limestone and 750 lbs/acre 10-10-10
fertilizer. fertilizer.
PREVIOUSLY APPROVED.
woos goo*
GEP4ERAL N'OTE&'
I
_f OLILL%f- \N
= 7,RAC. (IN�(UDING/PUBLIC ROAD qXTENSIONS, GRAVITY SEWER
pjAND WA�ERLINE E NSIONS),
7 2. SOILT>�PES:Ce HEB (CEeIL'
(ENA SANDY LOA
oG LANE
1. I /PROPOSED/DISTURBE AREA
60' PUBLIC
SAND Y L/OAM, HE
0
Knowwhars below.
SCALE: 1 " = 60'
0 30' 60' 120'
Call before you dig. RE=
COPYRIGHT@2021
INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
2/01/1022,-,,
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS HN/MT
PER STAFF COMMENTS
2 12-28-2021 (EARLY GRADING ONLY) MIT
PROJI. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
CAIRO
s S 1,6%
SEAL
030523
GIN
IN
�
as SCALE U U
AS INDICATED
DRAWING
EROSION CONTROL
-STAGE I
OVERALL
ORIGINAL SHEET SIZE 24" X 36"
C4.00
DPR ASSOCIATES,
PLEASANT
GROVE
APARTMENTS
,3J 162--�,6 --EROSION CONTROL NOTES
SEEDING SCHEDULE
77 N� 1 ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. TEMPORARY SEEDING FOR WARM AND COOL SEASON
2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING / 6/ EARLY SUMMER SEASON
10 AnKAIKII.qTPATnP / /I
4VF 1 r-lr- 1,1 1 T /1,UUN I T MMUOI UN 1,UN I MUL UMUI IWANIr_ tAN U 10 OUDJ Ell i i U /-\ r i i4r_
6. 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
PEGGY DOIN L
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM
1 215
PID DJJ15 THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
41f TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
/ I \1 I ! I \ 40P ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
woe 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
# 1830 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10, REQUIRE
PROGRESS RESIDENT/AL ADEQUATE TERRACING [CLDSM #30.161
BORROWER 5 L
PID 03519429 so 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
752-15—
dENNIFER L. STANLEY
PID DJ519402
SS
S,S q
S PROP. SEWER TIE-IN P 0 0
SLOCATION '�_5
Qr
_�Af_ IN SS
S SS
—GRADING
WITHIN EXISTING EASEMENT
SEEDING 40 lbs/acre of German millet 120 lbs/acre Rye (grain)
MIXTURE 80 lbs/acre of tall fesue 80 lbs/acre tell fesue
May 1 - August 15 October 25 - December 30
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15,
DATES add 50 lbs/acre of annual Kobe lespedeza.
Apply 4000 lbs/acre straw or equivalent Apply 4000 lbs/acre straw or equivalent
hydroseeding. hydroseeding.
SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000
AMENDMENTS lbs/acre limestone and 750 lbs/ocre 10-10-10 lbs/acre limestone and 750 lbs/acre 10-10-10
fertilizer. fertilizer.
PREVIOUSLY APPROVED.
woos goo*
GEP4ERAL N'OTE&'
I
_f OLILL%f- \N
= 7,RAC. (IN�(UDING/PUBLIC ROAD qXTENSIONS, GRAVITY SEWER
pjAND WA�ERLINE E NSIONS),
7 2. SOILT>�PES:Ce HEB (CEeIL'
(ENA SANDY LOA
oG LANE
1. I /PROPOSED/DISTURBE AREA
60' PUBLIC
SAND Y L/OAM, HE
0
Knowwhars below.
SCALE: 1 " = 60'
0 30' 60' 120'
Call before you dig. RE=
COPYRIGHT@2021
INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
2/01/1022,-,,
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS HN/MT
PER STAFF COMMENTS
2 12-28-2021 (EARLY GRADING ONLY) MIT
PROJI. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
CAIRO
s S 1,6%
SEAL
030523
GIN
IN
�
as SCALE U U
AS INDICATED
DRAWING
EROSION CONTROL
-STAGE I
OVERALL
ORIGINAL SHEET SIZE 24" X 36"
C4.00
DPR ASSOCIATES,
PLEASANT
GROVE
APARTMENTS
oG LANE
1. I /PROPOSED/DISTURBE AREA
60' PUBLIC
SAND Y L/OAM, HE
0
Knowwhars below.
SCALE: 1 " = 60'
0 30' 60' 120'
Call before you dig. RE=
COPYRIGHT@2021
INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
2/01/1022,-,,
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS HN/MT
PER STAFF COMMENTS
2 12-28-2021 (EARLY GRADING ONLY) MIT
PROJI. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
CAIRO
s S 1,6%
SEAL
030523
GIN
IN
�
as SCALE U U
AS INDICATED
DRAWING
EROSION CONTROL
-STAGE I
OVERALL
ORIGINAL SHEET SIZE 24" X 36"
C4.00
DPR ASSOCIATES,
PLEASANT
GROVE
APARTMENTS
SEAL
CAIRO
s S 1,6%
SEAL
030523
GIN
IN
�
as SCALE U U
AS INDICATED
DRAWING
EROSION CONTROL
-STAGE I
OVERALL
ORIGINAL SHEET SIZE 24" X 36"
C4.00
DPR ASSOCIATES,
PLEASANT
GROVE
APARTMENTS

•
FINAL APPROVAL-12/28/2022,_(s) , I �/I
� 1 S#orate V..r„r,•,A Prr,.�.�a,r I11
i77�Aii))inmm Su PROJECT NUMBER: SDRMF-2021- 8
CHARLOTTE 1 E Doge Area �;Ior age &or agk � �I
ENTEERING
0
, 1
PCS
/.
/ DRAINAGE PLAN " en 4
C 6-000 1
E
N CONTROL 1
U
FORESTRY
THE
O
Required Star}
forage ProvILL"
C
O
Surface Area Regwred
Surface Area Provided
NOTE: SCHE
DULE PRE -CONS 0U-PTdrl4 IM1EETING,
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST RBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://cl arlottenc.gov/ld
z
r(
n
n
C
n
z
C
z
L
z
U
C
z
z
z
Q
EL
0C
C
C
EL
.°,Anfd reW dekt
.148
,4, efj,� B o c
ot
148 spii/►vay /
,Top of Pore{ G
I
Patrick M
�e
69' II1I 4,'
G/R4 DEL I
SHQIl�-DER (777)
I � _
r
I 8J
o �I
' I G)
TEMP. ROCK OR STAKED
WATTLE CHECK DAM r I
(TYP.) CLDS #30.1C) 8 V
O,
�00
TEMP. DIVERSION DITCH
2:1 SIDES, V MIN. BOTTOM, 000 I
1 % SLOPE MIN. (TYP.) I I
/ CLDS #30.05.�1
AI
[INSTALL STORM RUN #3-1, 3-2,3-5,3-7,3-8 @INITIAL EC PHASE, SEE STORM CHART (SHEET
C3.00) FOR STORM DESIGN INFO.
OVIDE ADEQUATE COVER ABOVE PIPES DURING INITIAL EC STAGE. REF CONSTRUCTION
SEQUENCE.
I
LIMIT OF WORK INCLUDE Cn
PLEASANT GROVE RDWAY
WIDENING. SEE DPR PLANS
SERIES C-10 FOR RDWAY �I
IMPROV AN11
/ / I
/ I
i
TEMP. STABILIZED CONSTRUCTION ENTRANCE & TIREWASH,
CLDS #3 11 +
LEGEND
- - -
EX. RIGHT OF WAY
RIGHT OF WAY
RIP RAP APRON
TREE SAVE AREA
C=
EX. TREE CANOPY TO REMAIN
-760-
EX. CONTOUR
CONTOUR
STORM PIPE
CURB INLET
STORM MANHOLE
ED
FLARED END SECTION
IM
DROP INLET
O
INLET PROTECTION
/1
0)
L11 _Li
10 GAS LIN
G
\ G G \ EX. 40" STEEL SAS MAIN (C OftL \ \ \
GA
y
•00-
6` 36" STEEL GAS X. MAIN ( COLONIAL )
BARBE WIR / FE CE /
G G G G G -�ME-AN D�R A16D
F�D
PROP. LIMIT OF GRADING, TYP. ALONG PRO ERT LI ETER � \ / / � � � / / / / REMAIN
/ /BI ANp RSIRE I ENA E / // / Basin 2 Slorage Volume Provided
NEG E N� TEMP SUPER SILT FENCE W/ ADDED / Surrace Incrernentai Total
�G G TR E FENCE ORANGE FABRIC / G / G / / / /, FORTH��O THE
G �(� Aq0" TEEL CABLE LINE ( CFKTURY LINK)
FO TREE-PROTEC TYLp.
G G G / l Ltage Ate2 10F2ge i�prgB
G G LDS & 40.02 / / G G-e_RtPFRTY _ G �S i# st Gt Cf Nate
TP-LOG- �z EX 14"SEELGASMAINA�TATION / -G /� P IDE SILT F NCE G G G G G \ G G \i E En n,z 7680 400 0 Botlorn of Pond
��� ��� G �� 768.5 2,000 600 600
-ssF_ / -ROCK CHECK OUTLET / -G
TP-LOG-SSF_TP-I nr_ - / X. 26" S EL GA MAIN PLANTATIONa / G G CLDS #3G.D60 & 40.02 G -
G G G G G G 769.0 3,100 1,275 1,875
NOTE: _ A DAM, TYP. �- /
F- L SF-TP-LOG F-TP- OG G -\ �.700 3,90.775
1. CONTRACTOR TO EXCAVATE OUT ADDITIONAL AREA (1.5' MIN) G
BELOW BASIN BOTTOM FOR ADDITIONAL STORAGE AREA FOR CONTRACTOR TO DAYLIGHT, STABLIZE AND - - - - _ 772.0 6:600 11,300 17,015 Storage
SILT DEPOSIT, AS SHOWN ON BASIN GRADING PLAN. PROVIDE N.A.G. NATURAL FIBER MATTING SC 1505E-� \ 773.0 7,7U0 7,150 24,22 S/}rl�►WaY
Nn CONTRACTOR TO DAYLIGHT, STABLIZE
g / OR APPROVED EQUAL IN INITIAL EC PHASE Y \ A
AND PROVIDE N.A.G. NATURAL FIBER 77 0 8.800 8,250 32,475 Tap of Pond
MATTING SC 150 OR APPROVED EQUAL •��,
�
P-RAP RI5F" \ \s IN INITIAL EC PHASE uJ f � 5 � � r-- w �� Required Storage = 2.340 cf
PROVIDE SILT FENCE
\ \ / PERMANENT 15" RCP / 115 5 �e -OUTLET -U Storage Provided = 17,075 Cf
Surface Area Required = 2 783 sl
PROP. SI T FENCE, TYP. / OUTLET INSTALLED 55`" °G CLD30.06D & 40.02 -� ,
/ AT THIS PHASE e� \ J�� fin- / 16'x12' �(j64 p Q
F T \ RIP -RAP ) r Surface Area Provided = 7,700 sf
\ / P OP. / 55 �` U� Use 2" Sklmrnef � 1.8" Uia. Orifice
SKI ME ce �� PR SILT FE E, YP. �° w 0 \ \ Skimmer invert Elev. 769.0'
(774) Ir
SF�� PROP. F S��\ (768) Z SF�P'�O° ISO°PERMANENTRCP OUTLET 15
SF SF SF SF---� I
�� INSTALLED AT THIS ti 0
3 8 F" PHASE -o 1--1 \
F� SFAS rA 0 PROP.
776 f7- SF� ° KIIGWE-R
I R I I P-RAP o \
Zl�41�
It
CYZ
° T ° °0°0 0° o I
0 0 1
� ,hI I
o t5d�° °o°°°°o oo° °0
O 0 0 0 iL
o °
0 0 000000`00000 00° °O V
o ° Ig6� 784
/ I$g _�'� ,u 782
LI Lon
T I I
.ir:•::;�j:::•:.:�';` }:L, •; :(',�,;{ ;:: ;: }:•. •`; i:.: t:�r':: r.: rr: ::;: Err �{; i'.
- TEMP. ROCK OR STAKED
WATTLE CHECK DAM
% (TYP.) CLDS #30.10
o /� TEMP. DIVERSION DITCH
2:1 SIDES, 1' MIN. BOTTOM,
/ 1 % SLOPE MIN. (TYP.)
CLDS #30.05.
I O I \ PROP. LIMIT OF GRAD
G1 I \ TEMP TREE PROTECT
I FENCE, TYP. CLDS & 41
CONSTRUCTION SEQUENCE - STAGE I
SUPER SILT FENCE +TREE
SSF-LOG
PROTECTION + LIMIT OF DISTURBANCE
SF -LOG
SILT FENCE + LIMIT OF DISTURBANCE
TREE PROTECTION + LIMIT OF
TP-LOG
DISTURBANCE
LOG LOG
LIMIT OF DISTURBANCE
Q O Q O
TEMP. CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
SEDIMENT BASIN PRE DRAINAGE
AREA BOUNDARY
13F 13F
PROP. BAFFLES
TEMPORARY
_
SILT FENCE OUTLET
TEMPORARY ROCK OR
STAKED WATTLE CHECK DAM
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM CITY OF CHARLOTTE ENGINEERING
DEPARTMENT.
2. SET UP A ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE
CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO
SCHEDULE SUCH A CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A
VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO A FINE.
3. INSTALL CONSTRUCTION ENTRANCE (OFF OF PLEASANT GROVE ROAD), SUPER SILT FENCE AND SILT
FENCE WITH ORANGE TREE PROTECTION FENCE FABRIC. INSTALL OTHER MEASURES AS SHOWN ON
PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. INITIALLY INSTALL THE CLEAN WATER BYPASS SWALES AS SHOWN. INTALL STORM BYPASS
NETWORK 3-1, 3-2, 3-5, 3-7, THROUGH 3-8, AND 4-1 THROUGH 4-4. CONTRACTOR TO ASSURE
ADEQUATE COVER 2' MIN. ON TOP OF STORM RUN. STORM STRUCTURE RIM ELEVATION MAY BE
BROUGHT UP ALONG AS SITE IS BROUGHT UP TO GRADE. SEE SHEET C4.02 FOR MASS GRADING
DESIGN. PROVIDE DAYLIGHT ON THE DOWNSTREAM SIDE OF OUTLETS AS SHOWN. INSTALL FIBER
MATTING AND ROCK CHECK DAMS, SEED AND STABLIZE AS SOON AS POSSIBLE.
5. CONTRACTOR TO INSTALL SEDIMENT SKIMMER BASINS PER PLAN; CLEARING ONLY AS NECESSARY
TO INSTALL THESE DEVICES. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED,
INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
6. CONTRACTOR TO USE DESIGNATED CONSTRUCTION ENTRANCES ONLY AS SHOWN ON PLANS FOR
ENTERING AND EXITING THE CONSTRUCTION SITE.
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES.
8. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL
INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
9. 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,
CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
\ RIP -RAP FILTER BERM /
AND 18" HDPE SLOPE
N
i
NOTES:
THROUGH #4-4 @INITIAL EC
PHASE SEE STORM CHART
SHEET C3.00 FOR STORM
DESIGN INFO
PROTECTION
� � #30.09, TYP
\ PROVIDE N.A.G. NATURAL FIBER /
\ \ / MATTING SC 150 OR APPROVED EQUAL, /
\ / SEE SHEET C8.03
\ NOTE:
� \ 1. CONTRACTOR TO EXCAVATE OUT ADDITIONAL AREA (1.5' MIN) BELOW
BASIN BOTTOM FOR ADDITIONAL STORAGE AREA FOR SILT DEPOSIT, AS
SHOWN ON BASIN GRADING PLAN.
1. TEMPORARY DIVERSION DITCH ON TOP OF FILL SLOPE IS REQUIRED DURING
CONSTRUCTION TO DIVERT RUNOFF AWAY FROM FLOWING OVER FILL MATERIAL.
2. CONTRACTOR TO INSTALL PROPOSED SKIMMER DEVICES ON TOP OF A RIPRAP
BASE ELEVATED AT 1' MIN ABOVE BMP BASIN BOTTOM.
3. CONTRACTOR TO EXCAVATE OUT ADDITIONAL AREA (1.5' MIN) BELOW BASIN
BOTTOM FOR ADDITIONAL STORAGE AREA FOR SILT DEPOSIT.
4. REFER TO SHEET C3.00 FOR STORM DRAINAGE DESIGN CHART
PRE
POST
DENUDED
BASIN VOLUME
BASIN SURFACE AREA
DRAINAGE
DRAINAGE
AREA
0 Q 1
Q25
CLEANOUT
H
Z
L
T
W
PRIMARY
SKIMMER
SKIMMER
REQUIRED PROVIDED
REQUIRED PROVIDED
BASIN N0.
AREA
AREA
OF POST DA
(CFS)
(CFS)
DEPTH H/2
(FT.)
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
SPILLWAY
ELEVATION
PIPE
DIAMETER
ORIFICE
DIAMETER
(ACRES)
(ACRES)
(ACRES)
(C.F.) (C.F.)
(S.F.) (S.F.)
1
2.7
3.5
3.5
17.2
NA
6,300
25,063
7,492
10,100
2.0
4
5
10
1
10
773
2.5
2.0"
2
1.6
1.3
1.3
6.4
NA
2,880
16,450
2,783
7,700
2.0
4
5
10
1
10
773
2.0
1.8"
KnowwhaYS below. SCALE:1" = 40'
Call before you dig. 20 40' 80'
(10
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
2/01 /■022 ,-
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
I PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE
DESCRIPTION BY
11-23-21
PER 1 ST LID COMMENTS HN/MT
PER 2ND LID COMMENTS
12-28-2021
(EARLY GRADING ONLY) MT
PER 1ST EARLY GRADING
01-17-2022
COMMENTS HN
PER 2ND EARLY GRADING
01-31-2022
COMMENTS
5 04-15-2022
PIPE MATERIAL REVISION BL
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
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10-31-2022
SCALE
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ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-20 4 8
CHARLOTTE_ p �
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
E
OSION CONTROL
U
BAN FORESTRY
TREE
ORDINANCE
C
—
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NOTE: SCHEDULE PRE CONSTRUCTION MEETING
AT L dA
ST 48 HRS.RIOR TO ANY LAND
DIST
FOR
RBING ACTIVITY USING THE ONLINE
FOUND AT http://cl arlottenc.gov/ld
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n
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C
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L
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LEGEND
- - —
EX. RIGHT OF WAY
RIGHT OF WAY
RIP RAP APRON
TREE SAVE AREA
C=
EX. TREE CANOPY TO REMAIN
-760-
EX. CONTOUR
CONTOUR
STORM PIPE
CURB INLET
STORM MANHOLE
FLARED END SECTION
DROP INLET
O
INLET PROTECTION
\I I
I
Y
1
\
O�
O
O c
G L10 �� GAS LIN
G
\ G G \ \ EX. 40" STEEL -GAS MAIN (C Lo OftL CONTRACTOR TO PROVIDE DIVERSION DITCH
j G— V G G VG G G AT TOE SLOPE OF STOCKPILE AS NEEDED G G G G G G G G G G G
AND DIRECT RUNOFF TO RIP -RAP BERM 5 , CONTRACTOR TO PROVIDE DIVERSION DITCH
C C /
SIZE TO BE FIELD DETERMINED W/ CITY EC INSPECTOR S /T RY AT TOE SLOPE OF STOCKPILE AS NEEDED
G 1 \ 2' MIN. HEIGHT, WITH 1.5' H SPILLWAY EWERSEMEVT a AND DIRECT RUNOFF TO RIP -RAP BERM
G G �MB 3 •00 • SIZE TO BE FIELD DETERMINED W/ CITY EC INSPECTOR
G �X.36"STEEL GAS MAIN (COLONIAL) / BARBE WIREFENCE 2' MIN. HEIGHT, WITH 1.5' H SPILLWAY
G G �G G G� 6, D�R A16D
q \ \ \ PROP. LIMIT OF GRADING, TYP. / / ALONG PRO ERT LINE T V
REMAIN / \
G G NEG E TEMP SUPER SILT FENCE W/ ADDED / / B;ARQ-ED WIRE FEN Cil \
TR E FENCE ORANGE FABRICg%gO" TEELCABL INE(CFK URYLINK) / / / i ORTDERS-RACK AND
FO TREE PROEC TYLp._-ALONG T
G Ge LDS &40.02 G / G j G/� G G—E-RAEPERTY Lfi� E �G
_ G
-TPLOG— EX.14",EELG MAINTATIONJ / —G /�4S"PROVIDE SILT F NCE G
I-SSF-TP_ _ _ \ EX. 26" S E GAS MAIN PLANTATIONS -RACK CHECK LDS #30:060 & 40.02-SSF-TP_ /LOG LOG / G G DAM, TYP. G GG
-TP- G F_ G �- 'L� SF-TP-LOG F-TP- OG TP-LF OG
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�'
TEMP. ROCK OR STAKED \ �\ TEMP INLET
WATTLE CHECK DAM[ \ l , PROTECTION CLDS \ /
\ 54) (TYP.) CLDS #30.10 , #30.09, TYP
II l \ \ TEMP INLET / TEMP. DIVERSION DITCH \ \ PROVIDE N.A.G. NATURAL FIBER / \
\ PROTECTION CLDS / 2:1 SIDES, V MIN. BOTTOM, , MATTING SC 150 OR APPROVED EQUAL, / \
> #30.15, TYP 1 % SLOPE MIN. (TYP.) \ , SEE SHEET C8.03 /
/ CLDS #30.05.
O I \ PROP. LIMIT OF GRADING G _ _ _ _ _ — >
\ TEMP TREE PROTECTION / \ \ / /
I
I\ �/ FENCE, TYP. CLDS &40.02
SUPER SILT FENCE +TREE
SSF-LOG
PROTECTION + LIMIT OF DISTURBANCE
SF -LOG
SILT FENCE + LIMIT OF DISTURBANCE
TREE PROTECTION + LIMIT OF
TP-LOG
DISTURBANCE
LOG LOG
LIMIT OF DISTURBANCE
Q O Q O
TEMP. CONSTRUCTION ENTRANCE
TD >
TEMPORARY DIVERSION DITCH
SEDIMENT BASIN PRE DRAINAGE
AREA BOUNDARY
13F 13F
PROP. BAFFLES
TEMPORARY
_
SILT FENCE OUTLET
TEMPORARY ROCK OR
STAKED WATTLE CHECK DAM
CONSTRUCTION SEQUENCE - STAGE II
1. SEE PREVIOUS STAGE I FOR INITIAL EROSION CONTROL SEQUENCE WITH SKIMMER BASINS 1 & 2.
2. CALL CITY INSPECTOR FOR INSPECTION.
3. ONCE APPROVED BY CITY INSPECTOR, CONTRACTOR CAN START MASS GRADING. AS THE SITE IS
BROUGHT UP TO GRADE, CONTRACTOR MAY ACCESS THE AREAS DESIGNATED AS POTENTIAL
BORROW PIT AND STOCKPILE AT SPECIFIED LOCATION.
4. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AS SHOWN AT ALL TIME.
CONTRACTOR TO COORDINATE WITH CITY INSPECTOR AND ENGINEER OF RECORD AS NEEDED TO
PROVIDE ADDITIONAL EC MEASURES SUCH AS DIVERSION DITCH AT TOE SLOPE OF STOCKPILE AND
PROVIDE RIP -RAP BERM AS CALLED OUT ON PLAN. TAKE EXTREME CAUTIONS TO MINIMIZE
POTENTIAL SEDIMENT ESCAPING THE SITE TOWARDS THE DOWNSTREAM ESTABLISHED
NEIGHBHORHOOD.
5. CONTRACTOR TO MAINTAIN ACCESS TO ADJACENT PROPERTIES ALONG PLEASANT GROVE ROAD.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND COORDINATING WITH ANY EXISTING UTILITIES
COMPANIES (GAS, FIBER OPTIC, WATERLINE, MAIL SERVICE, ELECTRICAL, ETC) TO MAINTAIN
SERVICES TO AFFECTED PROPERTIES ALONG PLEASANT GROVE.
6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
7. 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,
CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
SEEDBED PREPARATION NOTES:
ALL PERIMETER 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 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.
SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
KnowwhalrS below. SCALE:1" = 40'
Call before you dig. 20 40' 80'
(10
PPROTED FOR
D T ECKLENB CANNING RTMENT
12/01 (3� s I
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE
DESCRIPTION BY
11-23-21
PER 1 ST LID COMMENTS HN/MT
PER 2ND LID COMMENTS
12-28-2021
EARLY GRADING ONLY MT
PER 1ST EARLY GRADING
01-17-2022
COMMENTS H N
PER 2ND EARLY GRADING
01-31-2022
COMMENTS
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
\\\\\\\\\ II IC IAI I IR 0
Q °ASS
6�,
a SEAL
030523
10-31-2022
SCALE
AS INDICATED
DRAWING
EROSION CONTROL - STAGE II
INTERMEDIATE MASS GRADING
C4m02
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

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1
CHARLOTTE
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FOR
FO
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INSTALL STORM RUN #3-1
THROUGH #3-8 @INITIAL EC
PHASE, SEE STORM CHART
(SHEET C3.00) FOR STORM
DESIGN INFO
LIMIT OF WORK INCLUDE.
PLEASANT GROVE RDWAY
VIDENING. SEE DPR PLANS'
SERIES C-10 FOR RDWAY /
IMPROV PLAN
I
TEMP. STABILIZED
CONSTRUCTION
[ENTRANCE & TIREWASH,TYP.
CLDS #30.11A+B
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L .1 R-17MF UNDEV40PED ) / /' � jMb 36�� j / ' 00
-OOO�� IX. 36" STEEL GAS MAIy� (COLONIAL)
2 1 G G G G � G G G�
F/./ 6 v / / ( \
DER / PROP. LIMIT OF GRADING, TYP. /
OAKDALE I/l LAGE HOA
\ �
BARBED WIRE FENCE MEANDERS _
/ BACK AND FORTH ALONG R-17MF UN I/ELO/D �
w - Pao i ne G G G G Ex rY10° sE�CABLE LINE (C ruR TEMP SUPER SILT FENCE W/ ADDED , / PROPERTY LINE TO REMAIN
G —G �G �- / TREE FENCE ORANGE FABRIC AS
/ FOR TREE PROTECTION, TYP. G � 5g�
G G G GAS ��
� �# �G CLDS #30.06D & 40.02 / _ G G L En n G EX. 14" EEL GAS MAIN�PLANTA ION — -G G \
1 LOG—SSF-TPLOG� ��•!\ , G G /
_ EX. 26" 5 EL GAS MAIN I N �� � � � G
��60�—
G -L SF-TP-LOG SF-TP-LOG —S -TP-LOG —S-TP-LSF O�X
rft C on-dotl _7 7`
1 k kfi on roe \ POTENTIAL STOCKPILE
LOCATION \ / Ol
sSFV �sT \ w
\ PA WHIT
0E
�j PID 316219 \
o C / LU 0 \ R U/VDEI%EL OPED
Fie cO
POTENTIAL STOCKPILE \ \ — �764> -0 Q \ \ \
LOCATION I _
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7 1 � MMER /.jb�� ® \ �768) _ �� A �O��p A
LL
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11
PROP. % F
BAFFLES — •��- � �� �� / �� o A
PROP. �
SKIMMER
77a 7 3 \
�# 5230 i
I JEFFREY SC-HRAD R 7
o PID =16217 /
R-3 SINGLE FAMILY
\ TEMP TREE
PROTECTION FENCE, .
I\ TYP. CLDS & 40.02 �� \
� \ / OFFSITE OFFSITE BYPASS DA: 5.2 AC. /
\ / BYPASS DA:
O4.6 AG.
L �3
1 / '
LIMIT OF WORK INCLUDE PLEASANT GROVE RDWAY \ / CONSTRUCTION SEQUENCE —STAGE
WIDENING. SEE DPR PLANS SERIES C-10 FOR RDWAY
I III
IMPROV PLAN \ \ /'/ 1. SEE PREVIOUS STAGE II FOR INITIAL EROSION CONTROL SEQUENCE WITH SKIMMER BASINS 1 & 2.
_ 2. AS THE SITE IS BROUGHT UP TO GRADE, CONTRACTOR TO INSTALL SEWER CONNECTION
INFRASTRUCTURES, INCLUDING GRAVITY SEWER EXTENSION, PUBLIC WATERLINE EXTENSION. SEE
—\� DPR SEWER/WATER PLANS.
_ 3. THE DEVELOPER IS RESPONSIBLE FOR SECURING NECESSARY GRADING EASEMENT FOR
E \ \ RESTRUCTURING THE EXISTING DRIVEWAYS AT VARIOUS TIE-IN LOCATIONS AS IDENTIFIED ON
\ , PLANS.
p
NO
�Je5TPH A Cx�EEK
Pl 03316 6
I \ _
AVE� / \
OpIVE \
4. CONTRACTOR TO MAINTAIN ACCESS TO ADJACENT PROPERTIES ALONG PLEASANT GROVE ROAD.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND COORDINATING WITH ANY EXISTING UTILITIES
COMPANIES (GAS, FIBER OPTIC, WATERLINE, MAIL SERVICE, ELECTRICAL, ETC) TO MAINTAIN
SERVICES TO AFFECTED PROPERTIES ALONG THE PUBLIC STREET EXTENSIONS WHILE THE ROADS
ARE BEING CONSTRUCTED.
5. INTERNALLY ONSITE, AS SITE IS BROUGHT UP TO GRADE, CONTRACTOR IS TO INSTALL THE SITE
PERIMETER RETAINING WALLS TO FINISHED CONDITION, INCLUDING GEOGRID AND STONE BACKFILL,
PER WALL STRUCTURAL DESIGNED PLANS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING
BUILDING PERMIT WITH THE MECKL. COUNTY FOR THE RETAINING WALLS.
7. SITE INFRASTRUCTURES SUCH AS STORM DRAINAGE, GRAVITY SEWER, WATER LINES, BUILDING
PADS, PARKING, CURB+GUTTER CAN BE INSTALLED.
8. SEDIMENT SKIMMER BASIN #1 AND #2 CAN BE RE -CONFIGURED AND GRADED AS DESIGN SHOWN ON
PLANS, TO MATCH PERMANENT SCM DESIGN.
9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES. CONTRACTOR TO WORK CLOSELY WITH GEOTECHNICAL ENGINEER,
STRUCTURAL WALL DESIGNER TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE GEO-GRID BEHIND
RETAINING WALL, ITS CUT SLOPE, VS THE SEDIMENT BASIN EMBANKMENT SLOPE.
10. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL
INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
11. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
12. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL
MEASURE.
13. 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,
CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
SEEDBED PREPARATION NOTES
ALL PERIMETER 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 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.
BYO �yGC.l�nvG\1�YK�7�11Yi]���d�GFY�I»�CH:l�n69rG����.1GCKK�] �.11�[HCH�AG��
NOTES:
1. TEMPORARY DIVERSION DITCH ON TOP OF FILL SLOPE IS REQUIRED DURING
CONSTRUCTION TO DIVERT RUNOFF AWAY FROM FLOWING OVER FILL MATERIAL.
2. CONTRACTOR TO INSTALL PROPOSED SKIMMER DEVICES ON TOP OF A RIPRAP BASE
ELEVATED AT V MIN ABOVE SCM BASIN BOTTOM
3. REFER TO STORM DRAINAGE CHART ON SHEET C3.00 FOR SD DESIGN
LEGEND
--- ---
EX. RIGHT OF WAY
RIGHT OF WAY
RIP RAP APRON
TREE SAVE AREA
EX. TREE CANOPY TO REMAIN
-760-
EX. CONTOUR
760
CONTOUR
STORM PIPE
CURB INLET
0
STORM MANHOLE
FLARED END SECTION
DROP INLET
O
INLET PROTECTION
SUPER SILT FENCE + TREE
SSF-LOG
PROTECTION + LIMIT OF DISTURBANCE
SF -LOG
SILT FENCE + LIMIT OF DISTURBANCE
TREE PROTECTION +LIMIT OF
iP-LOG
DISTURBANCE
LOG LOG
LIMIT OF DISTURBANCE
XXX.XX
Q O Q O
TEMP. CONSTRUCTION ENTRANCE
TD >
TEMPORARY DIVERSION DITCH
SEDIMENT BASIN PRE DRAINAGE
AREA BOUNDARY
BF BF
PROP. BAFFLES
TEMPORARY
_
SILT FENCE OUTLET
I
TEMPORARY ROCK OR
STAKED WATTLE CHECK DAM
Knowwws below. SCALE: 1" = 60'
0 30' 60' 120'
Call before you dig. RE= (10
PPROTED FOR
ECKLENBIt(WLANNING WWRTMENT
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT /OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE
DESCRIPTION BY
1 11-23-21
PER STAFF COMMENTS HN/MT
PER STAFF COMMENTS
2 12-28-2021
(EARLY GRADING ONLY) MT
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
i
=a SEAL
030523
SCALE �L-��-����
AS INDICATED
DRAWING
EROSION CONTROL - STAGE III
C4mO3
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
CHARLOTTE_
ENCANEERIN
PCSO / DETENTION / DRAINAG
E )SION CO
U BAN FORE
TREE OR INANCE
CDOT
NOTE: SCHEDULE PRE-CONSTRUtTiq
AT LEAST 48 HRS. PRIOR TO AN6AO
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PID 03,316217
R-3 SINGLE FAMILY
CONSTRUCTION SEQUENCE - STAGE IV (FINAL STAGE)
1. SEE PREVIOUS CONSTRUCTION SEQUENCE FOR STAGES I THROUGH III.
2. THE APPLICANT SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EQUIPMENT, MATERIAL, AND
GENERAL CONSTRUCTION DEBRIS FROM THE SUBDIVISION AND FROM ANY LOT, STREET, PUBLIC
WAY OR PROPERTY THERE -IN OR ADJACENT THERE -TO. DUMPING OF SUCH DEBRIS INTO SEWERS,
ONTO ADJACENT PROPERTY OR ONTO OTHER LAND IN THE CITY IS PROHIBITED.
3. FINAL PHASE OF THE EROSION CONTROL PLAN, CONTRACTOR SHALL MEET WITH EROSION CONTROL
INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF THE EROSION MEASURES.
4. CONTRACTOR IS TO NOTIFY PROPERTY OWNERS OF THE LIMITS OF DISTURBANCE CONSTRUCTION
TIMELINE WITHIN STREET RIGHT OF WAY OF EXIST. PLEASANT GROVE ROAD FOR THE ROADWAY
WIDENING, INFRASTRUCTURES, AND DRIVEWAY TIE-INS.
5. MAINTAIN EROSION CONTROL DEVICES SUCH AS PERIMETER SUPER SILT FENCE, SILT FENCE, TREE
PROTECTION FENCE, SILT SACKS, INLET PROTECTION, & THEIR RELATED MEASURES, ETC.
6. AFTER ALL AREAS ARE STABILIZED AND ONLY UPON WRITTEN APPROVAL FROM THE INSPECTOR,
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES. THIS TASK IS TO BE COORDINATED WITH
THE INSPECTOR AND PROJECT ENGINEER. SEED ALL REMAINING DISTURBED AREAS.
7. CONSTRUCTION OF SANDFILTER SCM FACILITY MUST BE CLOSELY COORDINATED WITH
GEOTECHNICAL ENGINEER, STRUCTURAL ENGINEER, CONTECH MANUFACTURER ENGINEER, AND
CIVIL ENGINEER, AND CITY INSPECTOR. GEOTECHNICAL ENGINEER MUST PROVIDE FIELD
SUPERVISION ON SCM BEDDING PREPARATION, COMPACTION, ETC. STRUCTURAL ENGINEER MUST
PROVIDE OVERSIGHT AND CONSTRUCTION INSPECTION FOR THE SITE PERIMETER RETAINING WALL
INSTALLATION.
8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
CONTACT WITH CITY OF CHARLOTTE EROSION CONTROL INSPECTOR SO THAT PERIODIC
INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL INSPECTION TO OBTAIN
CERTIFICATE OF COMPLETION.
780
PROP RETAINING
ROTECTION FENCE,
TYP. CLDS & 40.02
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PID 03316208
R-3 SINGLE FAMILY
# 1SEA /
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Call before you dig. 0 20' 40' 80'
RE= (10
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE
DESCRIPTION BY
1 11-23-21
PER STAFF COMMENTS HN/MT
PER STAFF COMMENTS
2 12-28-2021
(EARLY GRADING ONLY) MT
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COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN 0R DRAWING AND ANY ACCOMPANYING DOCUMENTS 0R CALCULATIONS ARE THE PROPERTY 0F DPR ASSOCIATES, INC. AND ARE INTENDED SO LEY FOR THE USE 0F THE RECIPIENT NOTED. NO THIRD PARTY USE 0R MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
CHARLOTTE_
PROJECT NUMBER: SDRMF-2021-00048
11,
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ECKLENBLM(WLANNING WWRTMENT
it 11IN"Im
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS HN/MT
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
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COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
CHARMTTE_
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
SIGHT DISTANCE CAR #3
PPROTED FOR
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
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ECKLENBLM(WLANNING WWRTMENT
it 11IN"Im
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE
DESCRIPTION BY
1 11-23-21
PER STAFF COMMENTS HN/MT
PER STAFF COMMENTS
2 01-27-22
(EARLY GRADING PERMIT) HN/MT
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
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PPROTED FOR
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ECKLENBMWLANNING WWRTMENT
2/01 Mn
�
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
�l�lq�l/N��1�l�lq 7
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS HN/MT
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
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COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
FINA APPROVAL
CHARLOTTE_ PI!OICT N UMBE
ENGINEERIN6
PCSO / DETENTION / DRAINAGE PLP N
EROSION COIF R L
URBAN FORE
TREE ORDINANCE
C OT_-_ S
NOTE:
SCHEDULE PRE-CONSTRU
TI N M
ETIN
AT LE
AST 48 HRS. PRIOR TO AM1
LAMD
DIST
RBING ACTIVITY( U-SIN_G T
E O LIN
FOR
FOUND AT http://charlotte
c.g d
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NEW DUKE OHE POLE W/ GUY
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HARLOTTE LLC
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# 6340 o
PROPERTIES, LP
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30'BLDG SETBACK
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ASSEMBLIES I\
35' X 35' SIGHT TRIANGLE
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-10' X 70' SIGHT TRIANGLE
NEW DUKE OHE POLE W/ GUY
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SHOWN OR PARK
U \ COMPI.Na CE
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ICG VRA EXT'G TREES MAY SATISFY BUFFER PLANTING REQUIREMENTS � o TREE SAVE 2T WITH 6' HT OPAQUE FENCE. LOCATE
17 10 PROVIDED: (8) 2" CAL MIXED HARDWOOD TREES EVENLY DISTRIBUTED W �' `° AREA FENCE 29' FROM PROP LINE
/ EVERY 100 LF, AT LEAST 40% ARE LARGE MATURING, AND 25% MIN ARE p m
MGB EVERGREEN, AND (20) 30" HT. SHRUBS. SUPPLEMENT DEFICIENCIES N) X EXISTING TREES
a/ 9 WITH 2" CAL EASTERN RED CEDAR (JUNIPERUS VIRGINIANA), 6'-8' HT # 62 � D TO REMAIN, TYP. 10' NO BUILD ZONE FROM
/ MIN. FOR TREES, AND JAPANESE CLEYERA (TERNSTROEMIA JAPONICA) JEFFREY SC RA R WALL AROUND PERIMETER
0 30" HT. MIN FOR SHRUBS EVENLY SPACED. PlD 0331 277 OF ALL TREE SAVE AREA
r— R-3 SINGLE FAMILY
TREE PLANTING REQUIREMENTS TYPICAL (36') CLASS C BUFFER
PERIMETER PLANTING REQUIREMENTS: PER CHAPTER 21, SEC. 21-96 (e)
STREET
FRONTAGE LENGTH
TREES REQUIRED
TREES PROVIDED
PLEASANT GROVE
380 LF
12.66 TREES (t 30' O.C)
13 SM MAT TREES (OHE)
FUTURE FRED
840 LF
21 TREES (t 40' O.C)
21 TREES
ALEXANDER BLVD
INTERNAL PLANTING REQUIREMENTS: PER CHAPTER 21, SEC. 21-96 (Q
TOTAL SITE AREA
IMPERVIOUS AREA
LANDSCAPE AREA
LANDSCAPE AREA
TREES
TREES PROVIDED
REQUIRED
PROVIDED
REQUIRED
6.65 AC. (289,962 SF)
3.48 AC (151,577 SF)
10% =0.34 AC. (15,158 SF)
3.17 AC. (138,385 SF)
1:10,000 SF = 16
21
TREE SAVE AREA REQUIREMENTS: PER CHAPTER 21, SEC. 21-94
SITE ZONING
TOTAL SITE AREA
TOTAL TREE SAVE AREA
TOTAL TREE SAVE PROVIDED
REQUIRED
R-17MF
6.65 AC. NET
15% = 0.99 AC (43,494 SF)
1.003 AC. OR 43,717 SF
NOTESICLARIFICATIONS:
"— INDICATES PLANT MATERIAL USED TO SATISFY THE INTERNAL TREE PLANTING REQUIREMENT.
TREES ARE LOCATED WITHIN A 40' FROM ALL PARKING SPACES (60' WHERE APPLICABLE)
PLANT MATERIAL USED TO SATISFY THE ABOVE REQUIREMENTS ARE LISTED ON THE APPROVED PLANT SPECIES MATRIX
75% OF REQ'D TREES MUST BE LARGE MATURING SPECIES; 50% REQ'D TREES MUST BE NATIVE
STREET DIMENSIONS (LENGTH) INCLUDE INTERSECTIONS
TREE SAVE CALCULATIONS:
ACREAGE 9.01 AC (392,476 SF) GROSS AREA
-1.94 AC (84,713 SF) FRED ALEXANDER R/W DEDICATION
-0.40 AC (17,405 SF) PLEASANT GROVE R/W DEDICATION
6.66 AC (290,162 SF) NET AREA
TREE SAVE REQUIRED 6.65 AC X 15% = 0.99 AC (43,494 SF) MINIMUM
TREE SAVE PROPOSED 1.06 AC (46,298 SF) TREE SAVE AREA
10' NO BUILD ZONE AROUND PERIMETER
OF ALL TREE SAVE AREA ADJA f� TO
STRUCTURES /
BUFFER REDUCED TO,27' WITH 6' HT \
OPAQUE FENCE. LOCATE FENCE 37'
•:•_.-,-• - - FROM PROP LINY. NO SHRUBS REQ'D
6
WITH FENCE APPLIED TO BUFFER.
•:':".",,,.,�..••..".,;:•�•::�:•:::•:..;��o,.:,; �'....•:::..;:: •• SAMANTHA REICH
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t.
R-3 SINGLE FAMILY EXT'G TR S MAY SATISFY BU ER PLANTING
VRA REQUIREME TS PROVIDED: (8) 2" CAL MIXED
UNDISTURBED 3 HARDWOOD2EES EVE�6 DISTRIBUTED EVERY
TREE SAVE ^ 100 LF, AT LEAST�40% RE LARGE MATURING, AND
AREA / \ 25% MIN ARE EVE`RgREEN. SUPPLEMENT
/ \ DEFICIENCIES WITH 2" CAL EASTERN RED CEDAR
IJ25 � (JUNIPERUS VIRGINIANA), 6-8- HT MIN.
WORTH SEARCY
PID 03316210
/ R-3 SINGLE FAMILY / /
LANDSCAPE AND SCREENING REQUIREMENTS: PER CHAPTER 15, SEC. 15.6.5
BUFFER YARD: CLASS C (206 LF)
REQUIRED
PROVIDED
NOTE
BUFFER WIDTH
36 LF
36 LF
N/A
8PER 100LF
LG MAT SHADE TREES
249 LF / 100 = 2.49
20
2" CAL. MIN.
2.49 X 8 = 20 TREES
25% OF TOTAL MIN.
EVERGREEN TREES
9
2" CAL. OR 8'-10' HT. MIN.
.25 X 20 = 5 EVERGREEN
20 PER 100 LF
2.5' HT. MIN.
SHRUBS
249 LF / 100 = 2.49
50
100% EVERGREEN
2.49 X 20 = 50 SHRUBS
NOTE: ALL PLANT MATERIAL USED TO MEET THIS REQUIREMENT ARE LISTED ON THE APPROVED PLANT SPECIES
MATRIX
PR TY LINE
I I
I
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LIMIT OF BUFFER
100.00'
PLANT SCHEDULE PLAN
TREES QTY BOTANICAL NAME COMMON NAME CONT. CAL. HEIGHT REMARKS
CF
15
CERCIS CANADENSIS'FOREST PANSY'
FOREST PANSY EASTERN REDBUD
B&B
21/2"
8-10•
MGB
15
MAGNOLIA GRANDIFLORA BRACKENS BROWN BEAUTY
BRACKENS BEAUTY SOUTHERN MAGNOLIA
B&B
21/2"
8-10
QPQ
37
QUERCUS PHELLOS •QPSTA• TM
HIGHTOWER WILLOW OAK
B&B
2 1/2"
8-10•
QS
0
QUERCUS SHUMARDII
SHUMARD RED OAK
B&B
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8-10'
UPA
11
ULMUS PARVIFOLIA •ALLEE•
ALLEE LACEBARK ELM
B&B
2 1/2"
8-10•
SHRUBS
QTY
BOTANICAL NAME
COMMON NAME
CONT.
SIZE
ICB
10
ILEX CORNUTA'BURFORDII NANA'
DWARF BURFORD HOLLY
CONT.
30" HT.
ICG
52
ILEX CRENATA •GREEN LUSTRE'
GREEN LUSTER JAPANESE HOLLY
CONT.
30" HT.
JC
96
JUNIPERUS CHINENSIS
JUNIPER
CONT.
30" HT.
LCR
65
LOROPETALUM CHINENSE RUBRUM •SHANG-HI• TM
PURPLE DIAMOND FRINGE FLOWER
CONT.
30" HT.
VRA
33
VIBURNUM RHYTIDOPHYLLUM 'ALLEGHANY'
LEATHERLEAF VIBURNUM
CONT.
30" HT.
GENERAL
1. CONTRACTOR MAY BE REQUIRED TO PROVIDE TREE SURVEY IN BUFFER AREAS WHERE EXISTING TREES ARE BEING COUNTED
TOWARDS THE BUFFER PLANTING REQUIREMENTS. SUPPLEMENT BUFFER WHERE DEFICIENCIES MAY OCCUR PER THE BUFFER
PLANTING STANDARDS.
2. ALL SITE LIGHTING SHALL BE 15 HT MAX. TREE LOCATION(S) TAKE PRECEDENCE OVER SITE LIGHTING LOCATION(S).
FULL TO GRD
MATCHED
MATCHED
MATCHED
HEDGE
HEDGE
GCOVER
SCREEN
BUFFER
s Noted. Per Henry Kunzig.
SCALE: 1" = 40'
0 20' 40' 80'
RE= (10
PPROTED FOR
ECKLENBIt(WLANNING WWRTMENT
2/01 /■022 e-j
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT /OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE
DESCRIPTION
BY
11-23-2021
PER STAFF COMMENTS
DBS
PER STAFF COMMENTS
12-28-2021
(EARLY GRADING ONLY)
DBS
08-03-2022
LOCATE OHE/REV TREE
DBS
10-31-2022
REV TREE SAVE
DBS
PROJ. MANAGER: B.S
DRAWN BY: 131 M.T T.W
CHECKED BY: B.S H.N
SEAL
N CARD
No. 123
O
10-31-22
SCALE
AS INDICATED
DRAWING
PLANTING PLAN
C6000
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

PPROTED FOR
•
CHARLOTTE
-
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
E OSION CONTROL
U BAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
IT
Y_
r(
n
C\
C
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Q
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Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
NOTES:
I REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY,
2, SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION,
3, STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST,
4, REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER,
5, RESEED UNMULCHED, DISTURBED AREAS.
3/4" NYLON STRAP
ROOT CROWN TO
BE AT FINISH GRADE
4" HIGH / 6" WIDE MAXIMUM
BERM OUTSIDE OF FOOTBALL
3 - 1"x2"x18" WOOD STAKES -
WITH CENTERED 3/8" HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE
REMOVE TYPICAL EXCESS SOIL
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP
AND ANY NAILS/PINS, ETC.
REMOVE TOP 1/3 OF WIRE
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT, FIRM SOIL UNDER ROOT BALL.
I�
>" SLIP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER
IUi�11111�11111 UNDISTURBED SOIL
ROOT BALL DIA, 12"
VARIES
EP MULCH AWAY FROM
TRUNK 1" TO 2"
_4" MAXIMUM LAYER OF MULCH
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX, HEIGHT MIN, ROOT BALL DIA, MIN ROOT BALL DEPTH
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHMUMTE- INCLUDES CHARLOTTE ETJ
2" 12-14
3" 14-16
16' 24"
18' 32"
16"
21"
FINISH GRADE
BACKFILL AS SPECIFIED
TREE PPRTIP
(FOR SINGLE AND MULTI STEM TREES)
SHRUB PLANTING ON SLOPE - MODIFIED SOIL
2 SECTION
TREE PLANTING ON SLOPE - MODIFIED SOIL
1 SECTION
NOT TO SCALE
40.01
KEY:
O SHRUB
2O 4" HIGH x 8" WIDE ROUND - TOPPED SOIL BERM
ABOVE ROOT BALL SURFACE SHALL BE CENTERED
ON THE DOWNHILL SIDE OF THE ROOT BALL FOR
240°. BERM SHALL BEGIN AT ROOT BALL
PERIPHERY
03 3" LAYER OF MULCH. NO MORE THAN 1" OF MULCH
ON TOP OF ROOT BALL
0MODIFIED SOIL. DEPTH VARIES (SEE SOIL
SPECIFICATIONS)
0ORIGINAL SLOPE SHOULD PASS THROUGH THE
POINT WHERE THE TRUNK MEETS
SUBSTRATE/SOIL
0BOTTOM OF ROOT BALL RESTS ON EXISTING OR
RECOMPACTED SOIL
O7 EXISTING SOIL
08 FINISHED GRADE
O9 TOP OF ROOT BALL SHALL BE SET FLUSH TO
GRADE OR SEVERAL INCHES HIGHER IN POORLY
DRAINING SOILS. ROOT BALL MODIFIED AS
REQUIRED
10 PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND
THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO
NOT OVER COMPACT. WHEN THE PLANTING HOLE
HAS BEEN BACKFILLED, POUR WATER AROUND
THE ROOT BALL TO SETTLE THE SOIL
3/4" = 1 '-0"
KEY:
0 CENTRALLEADER
0 TOP OF ROOT BALL SHALL BE SET FLUSH TO
GRADE OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS. ROOT BALL
MODIFIED AS REQUIRED
O3 3" LAYER OF MULCH. NO MORE THAN 1" OF
MULCH ON TOP OF ROOT BALL
O4 ORIGINAL SLOPE SHOULD PASS THROUGH THE
POINT WHERE THE TRUNK BASE MEETS
SUBSTRATE/SOIL
O5 FINISHED GRADE
O6 PRIOR TO MULCHING, LIGHTLY TAMP SOIL
AROUND THE ROOT BALL IN 6" LIFTS TO BRACE
TREE. DO NOT OVER COMPACT. WHEN THE
PLANTING HOLE HAS BEEN BACKFILLED, POUR
WATER AROUND THE ROOT BALL TO SETTLE
THE SOIL
O7 BOTTOM OF ROOT BALL RESTS ON EXISTING
OR RECOMPACTED SOIL
O8 EXISTING SOIL
O9 ROUND -TOPPED SOIL BERM 4" HIGH x 8" WIDE
ABOVE ROOT BALL SURFACE SHALL BE
CENTERED ON THE DOWNHILL SIDE OF THE
ROOT BALL FOR 240°. BERM SHALL BEGIN AT
ROOT BALL PERIPHERY
10 TRUNK CALIPER SHALL MEET ANSI Z60
CURRENT EDITION FOR ROOT BALL SIZE
11 MODIFIED SOIL. DEPTH VARIES (SEE SOIL
SPECIFICATIONS)
NOTES:
1. TREES SHALL BE OF QUALITY PRESCRIBED IN
CROWN OBSERVATIONS AND ROOT
OBSERVATION DETAILS AND SPECIFICATIONS
TREE PLANTING & PRESERVATION REQUIREMENTS
1.
VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR INACCURACIES(
(UPDATED 10/10/16)
IN THE PLANS TO THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING.
QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN
PLANT MATERIAL
EVALUATING THEIR OWN TAKE OFF'S AND ARE NOT GUARANTEED AS
1.
MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER AND 8' TALL FOR SINGLE -STEM
ACCURATE REPRESENTATIONS OF THE REQUIRED MATERIALS. THE
TREES. ALL MULTI -STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS,
CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED
AND MINIMUM 10' TALL. WHERE 3" SINGLE -STEM CALIPER TREES ARE
BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN
SPECIFIED/REQUIRED THE MINIMUM HEIGHT SHALL BE 10' TALL, IF MULTI -STEM
THE NUMBER OF PLANTS LABELED ON THE PLANTING PLAN AND THE
TREES ARE SPECIFIED THEN THEY SHALL BE A MINIMUM OF 12' TALL.
QUANTITY SPECIFIED IN THE LANDSCAPE SCHEDULE/ GRAPHIC SYMBOLS
2.
ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS
SHOWN ON THE PLAN, THE GREATER QUANTITY SHALL GOVERN.
INTACT TO THE TOP OF THE CROWN UNLESS MULTI -STEM TREES ARE SPECIFIED. ALL
2.
THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT
REQUIRED TREES SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE
MATERIAL SUBSTITUTIONS OR DEVIATIONS FROM THE PLANTING PLAN BY THE
NORMAL GROWTH HABITS, HAVE WELL -DEVELOPED BRANCHES, BE VIGOROUS AND
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS
HAVE FIBROUS ROOT SYSTEMS. TREES WITH MAJOR GIRDLING ROOTS WILL NOT BE
WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE
ACCEPTED. TREES WITH CO -DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES
DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE
THAT HAVE BEEN SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING
ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO
STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF ABRASIONS,
BE REPLACED WITH PLANT MATERIAL THAT ARE IN COMPLIANCE WITH THE
DAMAGE, DISEASE, PESTS AND CRACKS. ALL PRUNING CUTS GREATER THAN Y2 INCH
DRAWINGS.
DIAMETER SHALL HAVE CALLUS TISSUE FORMED PRIOR TO PLANTING. NO PRUNING
3.
THE CONTRACTOR IS RESPONSIBLE FOR SECURING ALL PLANT MATERIAL IN
CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF THE DIAMETER OF THE
THE SIZE SPECIFIED ON THE PLAN PRIOR TO INSTALLATION. IN THE EVENT
CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE. ROOT FLARES SHALL
THAT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED, THE
BE LOCATED AT GRADE. TREES WITH MORE THAN 2" OF SOIL COVERING THE ROOT
CONTRACTOR SHALL INSTALL A GREATER SIZE.
BALL/FLARE FROM WILL NOT BE ACCEPTED (CLDS.40.09).
4.
PRIOR TO MOBILIZATION, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
3.
SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN
ARCHITECT, IN WRITING, IF HE OR SHE BELIEVES ANY PLANT MATERIAL
ACCORDANCE WITH ANSI Z60.1 (LATEST EDITION) AS PUBLISHED BY THE AMERICAN
SPECIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE.
NURSERY &LANDSCAPE ASSOCIATION, EXCEPT WHERE SPECIFIED/AUTHORIZED BY
SUBSTITUTION OF PLANT MATERIAL WILL BE GRANTED BY THE LANDSCAPE
URBAN FORESTRY.
ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. FAILURE TO
4.
ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM
NOTIFY THE LANDSCAPE ARCHITECT IN WRITING MAY RESULT IN THE
IN SIZE AND CONFIGURATION.
REPLACEMENT OF ALL FAILED PLANT MATERIAL (EXCEPT FOR DEFECTS
5.
PERIMETER TREES IN URBAN ZONES SHALL BE 3" IN CALIPER AND BE FREE OF
RESULTING IN LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE
BRANCHES UP TO 6' FROM THE TOP OF ROOT CROWN (BALL).
OWNER, NEGLECT OR VANDALISM, AND UNKINDLY ACTS OF GOD) AT THE
CONTRACTORS EXPENSE.
6.
A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH
MORE THAN 20 TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE (3 OR MORE)
5.
PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING
SPECIES PURSUANT TO THE TREE ORDINANCE GUIDELINES.
INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR
STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT
7.
75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS
THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION
WITH OVERHEAD POWER LINE CONFLICTS.
CONTROL MEASURES ARE INSTALLED. TREE PROTECTION FENCING SHALL BE
PLANTING REQUIREMENTS
INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK
8.
SEE CLDS 40.01 & 40.09 (ON PLAN) FOR DETAILED TREE PLANTING REQUIREMENTS.
AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF
THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT
9.
PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE CLDS 40.01
AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
FOR APPROVED STAKING METHOD/MATERIALS.
PROTECTED AREA.
10.
ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUTAWAY AND
6.
TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE
REMOVED FROM ROOT BALL WHEN PLANTING.
PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING
11.
FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND
PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND
CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR
SPANISH, AS FOLLOWS: "NO TRESPASSING/TREE PROTECTION
TILL AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX
AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PARA LOS ARBOLES.
STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET).
7.
ROOT ZONE PROTECTION AREA; VARIES BASED ON LOCAL JURISDICTION
12.
TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY
HAVING AUTHORITY. CONTRACTOR SHALL COMPLY WITH LOCAL
ARBORIST AND/OR NCDOT.
JURISDICTIONAL REQUIREMENTS. NO DISTURBANCE ALLOWED WITHIN THIS
AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING
13.
REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES AT:
AND WARNING SIGNS.
HTTP:HCHARLOTTENC.GOV/LD THEN CLICK TREES.
8.
THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL
EXISTING AND NEW UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR
UTILITY
ISSUES
PLANTING. DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE OPERATION
14.
IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S) OR TREE
SHALL BE CORRECTED BY THE LANDSCAPE CONTRACTOR AT NO COST TO THE
SAVE AREA(S), CALL URBAN FORESTRY SPECIALIST TO RESOLVE PRIOR TO UTILITY
OWNER.
INSTALLATION.
9.
THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COORDINATION OF
15.
LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER
LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND
DISTRIBUTION OR TRANSMISSION LINES.
IRRIGATION AND DRAINAGE SYSTEMS. IN AREAS WHERE THERE IS A DRAINAGE
INLET CONFLICT WITH SPECIFIED SHRUBS PER PLAN, FINAL SHRUB LOCATIONS
16.
IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER TO
WILL BE DETERMINED ON SITE AS APPROPRIATE AND APPROVED BY
RESOLVE BEFORE PLANTING.
LANDSCAPE ARCHITECT.
17.
ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES.
10.
SOIL SHOULD BE TESTED BY THE CONTRACTOR AND AMENDED WITH LIME AND
PLANT 15FROM ALL UNDERGROUND UTILITIES.
FERTILIZER FOR HARDWOOD TREES ACCORDING TO NCDA PROCEDURES AND
18.
NO LIGHT POLES, UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS.
SHALL BE IN ACCORDANCE WITH THE CITY OF CHARLOTTE SOIL SPECS (21-96).
19.
COMMERCIAL SCALE LIGHTING (> 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF
SCARIFY PLANT PIT WALLS. CONSULT LANDSCAPE ARCHITECT FOR
30' FROM A TREE. PEDESTRIAN SCALE LIGHTING (< 15' IN HEIGHT) MUST BE A
ALTERNATE COMPLIANCE IF SOIL QUALITY IS INADEQUATE.
MINIMUM DISTANCE OF 15FROM A TREE. SHOW SITE LIGHTING ON LANDSCAPE PLAN.
11.
LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND
WARRANTY OF ALL PLANTING MATERIALS WITHIN THE PROJECT AREA.
TREE SAVE AND PRESERVATION
12.
THE CONTRACTOR SHALL INSTALL ALL PLANT MATERIAL IN THE SIZE
INDICATED IN THE PLANT SCHEDULE UNLESS OTHERWISE NOTED ON THE
20.
TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR
PLAN SET. ALL SIZES AND QUALITY OF THE PLANT MATERIAL SHALL MEET THE
TO STARTING ANY CONSTRUCTION ACTIVITY.
MINIMUM SPECIFICATIONS OF THE AMERICAN STANDARD FOR NURSERY
21.
SHOW TREE PROTECTION AND TREES SAVE AREAS ON EROSION CONTROL, GRADING
STOCK. ALL PLANTS THAT DO NOT MEET THE SIZE AND SPECIFICATIONS SET
AND LANDSCAPE PLAN SHEETS.
FORTH BY THE AMERICAN STANDARD FOR NURSERY STOCK WILL BE
22.
COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE
REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. ALL
MECKLENBURG COUNTY REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS
STREET TREES TO BE A MINIMUM OF 2 1/2" IN CALIPER.
CAN BE RELEASED. A 10' NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE
13.
LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE HYDRANTS AND FDC
REFERENCED ON THE PLAT.
LOCATIONS ON THE SITE.
23.
TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA
14.
WHERE TREES MAYBE LOCATED IN A DRAINAGE SWALE, AVOID PLANTING ALL
PROPOSED FOR TREE SAVE CONTAINS INVASIVE PLANT SPECIES AT TIME OF
TREES IN THE CENTER OF THE SWALE RESULTING IN POOR WATER FLOW.
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 MAY 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.
(CITY OF CHARLOTTE SEC. 21-96):
AMENDED SOIL (AS):
THE AS REQUIREMENT MAY BE MET IN ONE OF THE FOLLOWING WAYS:
1. PREPARING THE EXISTING SOIL FOR PLANTING BY TILLING TO A DEPTH OF 18", AND
ADDING SOME NEW PLANTING MIX AND/OR ORGANIC MATTER. THIS OPTION MAY
ALSO REQUIRE THE REMOVAL OF SOME EXISTING SOIL ALONG WITH OTHER
MITIGATION WORK AND SOIL AMENDMENTS TO IMPROVE SOIL STRUCTURE.
2. REMOVING ALL EXISTING SOIL FROM A TREE ORDINANCE PROTECTED/REQUIRED
PLANTING AREA AND REPLACING IT WITH NEW PLANTING MIX AND OTHER SOIL
AMENDMENTS.
3. AS REQUIREMENTS MAY BE WAIVED BY URBAN FORESTRY SPECIALISTS, MUNICIPAL
ARBORISTS SPECIALISTS, THE CITY ARBORIST, THE URBAN FORESTRY SUPERVISOR
AND OTHER DESIGNEES OF THE CITY ENGINEER.
DETERMINATION OF AS REQUIREMENTS WILL BE AT THE DISCRETION OF URBAN
FORESTRY STAFF AND/OR CITY ARBORIST STAFF. STAFF WILL INSPECT SOIL AT THE TIME
OF PLANTING TO DETERMINE REQUIRED SOIL AMENDMENTS.
PLANTING MIX USED TO MEET AS REQUIREMENTS SHALL HAVE UNIFORM COMPOSITION
THROUGHOUT, WITH A MIXTURE OF SUBSOIL. IT SHALL BE FREE OF STONES, LUMPS, LIVE
PLANTS AND THEIR ROOTS, STICKS, AND OTHER EXTRANEOUS MATTER. IT SHALL
CONTAIN NO MAN-MADE MATERIALS UNLESS OTHERWISE SPECIFIED. PLANTING MIX
SHALL NOT BE USED WHILE IN A FROZEN OR MUDDY CONDITION. UNLESS OTHERWISE
SPECIFIED IN THE CONTRACT DOCUMENTS, NEW/ADDED PLANTING MIX SHALL CONTAIN
THE FOLLOWING SPECIFIED PERCENTAGES OF CONSTITUENTS:
• CLAY: MINIMUM 10%/ MAXIMUM 40%
• SAND: MINIMUM 20%/ MAXIMUM 50%
• SILT: MINIMUM 20%/ MAXIMUM 50%
• ORGANIC MATTER: MINIMUM 5%/ MAXIMUM 10%
ORGANIC MATTER IS DEFINED AS COMPOST/HUMUS SUCH AS SAWDUST OR LEAF MOLD
THAT HAS COMPLETED THE DECOMPOSITION PROCESS. PERCENTAGE OF ORGANIC
MATTER SHALL BE DETERMINED BY LOSS ON IGNITION OF MOISTURE FREE SAMPLES
DRIED AT 65 DEGREES.
• AS SHALL HAVE A HAVE AN ACIDITY RANGE OF PH 5.5 TO 7.0.
• AS SHALL HAVE A CATION EXCHANGE CAPACITY (CEC) FROM 5 TO 25 CMOL
+/KG(MEQ/100G)
• AS SHALL HAVE NORMAL CONTENTS OF NITROGEN, PHOSPHORUS, POTASSIUM,
CALCIUM, MAGNESIUM, SULFUR AND PROPER MICRONUTRIENT LEVELS. NUTRIENT
LEVELS MUST SATISFY GROWING NEEDS (AS RECOMMENDED BY LAB REPORT) OF
THE EXISTING OR PLANNED PLANT MATERIAL.
• LAB TESTING MAY BE REQUIRED TO VERIFY THE QUALITY OF EXISTING SOIL, AS AND
1/2" = V-0" OTHER SOIL AMENDMENTS.
UPON OWNER'S (OR OWNER'S CONTRACTOR) COMPLETION OF LANDSCAPE
WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL MAINTENANCE, UPKEEP,
WATERING, CARE, AND PRUNING/TRIMMING OF ALL NEWLY INSTALLED PLANT
MATERIAL. INCLUDING BUT NOT LIMITED TO; SHADE TREES, ORNAMENTAL
TREES, SHRUBS, ORNAMENTAL GRASSES, TURF GRASS, PERENNIALS,
FLOWERS, AND GROUNDCOVER. INCLUDING ALL LANDSCAPE AREAS
ADJACENT OR PART OF THE LANDSCAPE AREAS. THIS RESPONSIBILITY
INCLUDES. BUT IS NOT LIMITED TO THE FOLLOWING:
• TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC
MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED
UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES)
OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH
OF TRAVEL.
• TREES WITHIN VEHICULAR SIGHT TRIANGLES, AS ILLUSTRATED ON THE
LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7FT.
ABOVE FINISHED GRADE, OR AS OTHERWISE INDICATED ON THE PLANS.
• GROUND COVER, SHRUBS, ORNAMENTAL PLANTS, AND GRASSES WITHIN
SIGHT TRIANGLES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT
EXCEEDS 24 INCHES ABOVE GRADE..
• FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO
BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC
AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS.
THESE REQUIREMENTS DO NOT AFFECT THE WARRANTY PERIOD FOR PLANT
MATERIAL THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE.
ECKLENBIt(WLANNING WWRTMENT
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06-01-21
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-2021 PER STAFF COMMENTS DBS
PROJ. MANAGER: B.S
DRAWN BY: B.L. M.T T.W
CHECKED BY: B.S H.N
SEAL
CARD
0Q- �PNDSCA i'j,
No.123
10-31-2022
SCALE
AS INDICATED
DRAWING
PLANTING NOTES
C6001
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

PPROVED FOR
•
CHARLOTTE
FINAL APPROVAL 12/24/2022
PROJECT NUMBER: SDRMF-2021-00048
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SLOPE FOR VARIABLE
SUPERELEVATION RATES
03 FT/FTC
NOT TO SCALE
JOINT SEALER
JOINT FILLER
1/8" RADIUS (TYPICAL)
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
7. FOR CURB AND GUTTER INSTALLATIONS THE ETJ, NCDOT REQUIRES THAT ALL JOINTS MUST BE FILLED WITH JOINT
SEALER PER NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, SECTION 846-3 (C).
NOT TO SCALE
1/8" RADIUS
1/8„
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
ENGINEER.
8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
RESULTS IN A MAXIMUM OF 1 /4" FROM FLUSH.
n 1/8" TO 1/4"
e
°-
4"
°
-°
a
JOINT FILLER
�1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
1.56%
1.67%
4'
5'
4"
1 "
6'
1 -8"
1.56%
8'
1 -"
1.56%
1/2" EXPANSION JOINT
Of
o 1.50% (2.00% MAX.)
ED �®
PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALEI
LACHAPJJOTT
CITY OF CHARLOTTE •CITY OF CHARLOTTE • CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STANDARD CURB AND CUTTER STD. NO. REV. MLAND DEVELOPMENT STANDARDS CURB AND CUTTER STD. NO. REV. MLAND DEVELOPMENT STANDARDS C0NCRETE S DEWA KSSTD. N0. REV.
E- INCLUDES CHARLOTTE ETJ 10.1 7A CHARLOTTE- INCLUDES CHARLOTTE ETJ 10.1 7C 21 CHARLOTTEINCLUDES CHARLOTTE ETJ 10.22 15
0
BACK OF CURB UP TO 1.5% TOP OF CONCRETE CURB (BEYOND)
(2.0% MAX) RAMP SLOPE UP TO
NOTES: 0.65„ DETECTABLE WARNING SW TRANSITION 7.5% (8.33% MAX) 1/2" EXPANSION JOINT
(1.6" To 2.4") SEE DETAIL 10.35E
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PANEL -SEE
1. WHERE A TYPE III DRIVEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT OF SIDEWALK W W W W W W W NOTE 5 2' MIN.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y y y y y y y NON -WALK SURFACE
TRANSPORTATION (CDOT) THAT CONNECTS TO AN EXISTING SIGNALIZED INTERSECTION, TRANSITION
OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATION IS PROPOSED BY CDOT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PANEL - SEE WR6 W W W W W
BASED ON A TRAFFIC IMPACT/SIGNAL WARRANT STUDY, A FULL DEPTH ASPHALT NOTE 5 W W W W W W
PAVEMENT IS REQUIRED. THIS PAVEMENT DESIGN IS REQUIRED IN THE DRIVEWAY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000° y y
EASEMENT (100-FOOT MINIMUM) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT A oo RAMP SLOPE A VARIES 4
MARKINGS. A TRAFFIC SIGNAL WILL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE O O O O O O O O O O O O O O O O O O O O O O O I� oo uR TO 7.5% MATCH 2" TO 5.0' 6"
IS NECESSARY BASED ON A TRAFFIC STUDY OF CURRENT CONDITIONS. INTERNAL CURB & L oo (8.33% MAX) SIDEWALK WIDTH IF THERE IS AN
2. A CONCRETE GUTTER IS TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC GUTTER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SEE 2'-6" CURB DETECTABLE WARNING INTERSECTING
SIGNAL LOCATIONS. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE 24' MIN. (1.6" TO 2.4")
NECESSARY TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOE OF RAMP AND GUTTER 2' MIN. WIDTH IN RAMP, A TURNING
CONNECTIONS. R6W ' RADIUS y y DETAIL BELOW DIRECTION OF SPACE/LANDING IS
TRANSITION FROM 2'-6" CURB & 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEDESTRIAN TRAVEL REQUIRED WITH
3. THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM W VARIES W W 1.5% (2% MAX.)
ENTERING DRIVEWAY. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY GUTTER TO INTERNAL CURB & 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y y y y y
REGULATIONS AND NCDOT REQUIREMENTS GUTTER IN 20'-0" PER STD. N0. y y y CONCRETE SECTION A -A CROSS SLOPE AND
4. FOR SPACING, SIGHT DISTANCE, AND OFFSETS FROM PROPERTY LINES AND 10.20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SIDEWALK (OR RUNNING SLOPE
INTERSECTIONS. TURNING SPACE IF
5. TWO (2) CURB RAMPS PER CURB RETURN REQUIRED AT SIGNALIZED INTERSECTIONS. z" EXPANSION JOINT 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 INTERSECTING RAMP) 3,
6. FOUR (4) FOOT GUTTER AND WINGS ARE REQUIRED TO DIRECT WATER ACROSS DRIVE. 20' (TYP., END OF EACH RADIUS) 4 FLOWLINE DEPTH
GUTTER AND WINGS MAY NOT BE REQUIRED IF THE DRIVEWAY GUTTER SLOPE IS ASPHALT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AT RAMP LOCATION
GREATER THAN 2%. (TYP.) PLAN
VARIES, MINIMUM ENTRANCE TYP. 3-4% 5q, SW TRANSITION PPNEL
7. MAINTAIN UP TO 1.5% (MAX. 2%) CROSS -SLOPE ON THE PEDESTRIAN ACCESS ROUTE EDGE OF
WIDTH FOR 2 LANES OF TRAFFIC RAMP RUNNING (UP TO 57 MAX.) (z% MAX) 57 (2% MAX)
BETWEEN CURB RAMPS. CONCRETE IS OPTIONAL FOR THE CROSSWALK AREA IN THE PAVEMENT
DRIVEWAY. IS 26' FACE TO FACE OF CURB 4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT O O O O SLOPE UP TO 7.5% 1 /2" EXPANSION JOINT (TYP,) ELEVATION
(MATCH WIDTH OF RAMP) (8.33% MAX)
(INCLUDES
4'-0" 26' MIN. TRUNCATED DOME PLAN VIEW
y DETECTABLE"' CROSS -SLOPE y C NON -WALK SURFACE
1 DETECTABLE WARNING SURFACE y y W WARNING), y 1.5% (2.00% MAX) y W W 1. 2'- 6
PER STD. #10.358 NOTES: CURB AND GUTTER
°
°a
ASPHALT BASE PER
TYP. STREET SECTION
S ECTI 0 N A -A
5'
(TY
IN.
.)
UP TO
1.5%
(2% MAX)1
I
CROSSWAL
AREA
UP TO
1.5%
�(2% MAX)LLLLLL
LL
LLLL
LLL
LLL
VARIES
CONC RETE
�-A
OPTIONAL
1.
ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR
TRUNCATED DOME SPACING
y y y y y TOE OF RAMP
2'-6" CURB AND GUTTER DETAIL
EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETROFIT MATS WILL ONLY BE ALLOWED ON
VARIES
MAXIMUM SLOPES FOR CURB AND GUTTER DEPRESSION AT DIRECTIONAL RAMPS
EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE.
y
RESURFACING).
2 TO
NOTES:
2.
RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT LESS THAN
W
W W
1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES:
THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP.
W W 1
y y y
5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR LESS
3.
DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL.
50%-65% OF BASE DIAMETER
6-FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS
4.
5.
DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS.
THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR
CURB HEIGHT
VARIES 0" TO 6" SIDEWALK TRANSITION
8-FOOT SIDEWALKS WITH CURB RADII OF 25 FEET OR LESS
2. DIRECTIONAL RAMPS WITH RETURNED CURBS AS SHOWN MAY BE USED WHEN A PLANTING
TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET WHERE DETECTABLE WARNING
SEE NOTE 2 PANEL - SEE NOTE 5
*
A
INCLUDE RAMPS BOTH SIDES PER CLDSM
EXPANSION
SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME
ORIENTATION IS LESS CRITICAL.
0 2"
STRIP (NON -WALK SURFACE) IS PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE
(WALKABLE SURFACE) INSTEAD OF A PLANTING STRIP. IF A WALKABLE SURFACE IS ADJACENT
TO RAMP CONSTRUCT CONCRETE FLARES WITH SLOPES UP TO 10% MAX, INSTEAD OF
TRANSITION CONCRETE DEPTH FROM 7" AT
JOINT
6. DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR
CONSTRUCTION JOINT (TYP.)
RETURNED CURBS.
LIP TO 10" AT 4' CONCRETE GUTTER
4' CONCRETE GUTTER
STANDARD #10.31A/B, OR #10.40A/B.
(TYP.)
PEDESTRIAN ACCESS ROUTE SURFACE; EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. ON THE TRYON STREET
PEDESTRIAN
0.9"-1.4"
3. ALL CONCRETE SHALL BE AT LEAST 3600 PSI.
CONSTRUCTION JOINT IF NO ASPHALT BASE
RAMPS SHOWN ON THIS DETAIL ARE PER
FRENCH GRAY IS TO BE USED.
4. ENSURE FLUSH CONDITIONS AT RAMP TO GUTTER TRANSITION.
INSTALLED. IF ASPHALT BASE IS USED,
10.40A FOR ILLUSTRATION PURPOSES
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE MINIMUM 8000 PSI CONCRETE WITH A 2-INCH MINIMUM
TRUNCATED DOME SECTION
PERSPECTIVE
5. SIDEWALK TRANSITION PANEL: PREFERRED DESIGN IS 1.5% (2.0% MAX) IN ALL DIRECTIONS IN FRONT
7" CONCRETE DEPTH CAN BE CARRIED
CURB RETURN -STYLE RAMPS NOT PERMITTED ON
THICKNESS, SET ON A THIN -SET MORTAR ON TOP OF 4" THICK 3600 PSI CONCRETE BASE.
OF GRADE BREAK & DRAIN TO FLOW LINE. RUNNING SLOPE OF THIS AREA MUST NOT EXCEED 2%.
THROUGH THE 4' CONCRETE GUTTER.
NCDOT-MAINTAINED ROADWAYS. IN THAT CASE, INSTALL
8. MATS ARE TO BE RIGID WITH TURNED -DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
CROSS -SLOPE MAY MATCH STREET GRADE AT BACK OF CURB WHEN STREET GRADE >2%. TRANSITION
FLARED -SIDE RAMPS PER NCDOT DETAIL 848.05
9. DIMENSIONS PER NCDOT 848.06
TO 1.5% (2.0% MAX) CROSS -SLOPE AT TOE OF RAMP.
THIS DETAIL IS NOT FOR USE IN ETJ, OR ON NCDOT-MAINTAINED STREETS.
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
•
CITY OF CHARLOTTE
0
CITY OF CHARLOTTE
TRUNCATED DOMES
CITY OF CHARLOTTE
D R E C T O N A E CURB RAMP
LAND DEVELOPMENT STANDARDS
TYPE M DRIVEWAY
ENTRANCE
LAND DEVELOPMENT STANDARDS
LAND DEVELOPMENT STANDARDS
(XARLOTTE-
STD. N0. REV.
10.2 8 17
CHARLOTTE.
PLAN AND
STD. N0. REV.
CROSS-SECTION 1 0.3 5 B 1 5
CHARLOTTE_
STD. NO. REV.
W T H S M A E E/ M E D U M CURB R A D 0.40A 1 7
INCLUDES CHARLOTTE ETJ
INCLUDES CHARLOTTE ETJ
1
NOTES: MATERIAL AND DIMENSIONS PER
SEE APPROVED TREE \ 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. SPACING VARIES U MANUFACTURER'S SPECIFICATIONS
PRESERVATION PLAN FOR 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. 2'- 4
REQUIRED RADIUS NOTES: SEE LANDSCAPE PLAN o 3,-4„ 8 CLEAR NOTES:
OF TREE BARRIER 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION. w U1. BIKE RACK GENERAL REQUIREMENTS:
1. SCARIFY ROOT MASS OF Q • SHOULD SUPPORT THE BICYCLE UPRIGHT
CONTAINERIZED PLANT MATERIAL. TIP. COLLARa. WITHOUT PUTTING STRESS ON THE WHEELS
MIN. 2" Hr. CD SHOULD ACCOMODATE A VARIETY OF BICYCLES
2. INSTALL CONTAINERIZED PLANTS AT ti o PLATE ANCHORS OR 3 AND ATTACHMENTS
FINSHED GRADE 4" LAYER EMBEDDED MOUNTING • SHOULD ALLOW LOCKING OF FRAME AND AT
OF APPROVED
MULCH m a LEAST ONE WHEEL WITH U-LOCK
3. TAMP PLANTING MIX FIRMLY a • SHOULD PROVIDE SECURITY AND LONGEVITY
AS PIT IS FILLED AROUND Q
FEATURES APPROPRIATE FOR THE INTENDED
° LOCATION
EACH PLANT BALL. 4„ .6" z „ SIDE VIEW 15" to 30" • SHOULD BE INTUITIVE
4. OMIT COLLAR AROUND EACH SHRUB MIN 1 N s 2. BIKE RACKS SHOULD BE INSTALLED PER
WHEN IRRIGATION SYSTEM IS PRESENT. "V" TRENCH AROUND MANUFACTURER'S RECOMMENDED INSTALLATION
ENTIRE PLANTING BED
5. SOAK EACH PLANT BALL AND ** PROCEDURES.
8'
PIT IMMEDIATELY AFTER EDGE OF 3. ALTERNATIVE BIKE RACKS R LOCKERS MAY BE USED
ZTAMP SOIL MIX UNDER
INSTALLATION. PLANTING BED ZACCEPTABLE EACH PLANT BALL To BUT ARE SUBJECT TO APPROVAL OF THE CHARLOTTE
PLANT MEDIA � 2' CLEAR DEPT. OF TRANSPORTATION.
MINIMIZE SETTLEMENT 4. ALL DIMENSIONS SHOWN ARE MINIMUM.
PLAN VIEW OF ROOT ZONE 5. RACK MUST BE CANE DETECTABLE. RACK AND
EL TYPICAL PLANTING BED DETAIL
CLEARANCES SHOWN ARE TO BE OUTSIDE THE
PEDESTRIAN ACCESSIBLE ROUTE.
Ln Lv
3'-6" 2_4
CLEAR
N ONE FOOT FOR EACH ~�
INCH OF TRUNK DIAMETER w CD 11�
N z CROWN HEIGHT z
0 OR 1/2 HEIGHT OF TREE IN INCHES
N FOR PRUNING SEE WHICHEVER IS GREATER EQUALS MEDIAN ° ° ° ° TYP. °..
INTERNATIONAL SOCIETY WIDTH IN FEET STAGGERED D 3* TYPICAL MOUNT OPTIONS:
OF ARBORICULTURE SPECS. 6' MINIMUM WIDTH o ROWS
FOR 2" CAL. TREES TO 12" MAX. 0]
OR MALL - 6" BARK MULCH, PLACE BARK FINAL ° ° a
MULCH AT AREAS NOT GRADE J .a
DEAD TREES AND SCRUB OR UNDER o PROTECTED BY BARRIER. a jj
GROWTH SHALL BE CUT FLUSH WITH-
' 5V 10" (Ex.) WALL, BUILDING FACE, OR CURB U
TREE LIMB ADJACENT GRADE. NO GRUBBING 10' (EX.) �� EXISTING EQUAL SPACING EDGE OF
REMOVAL ALLOWED UNDER DRIP LINE. GRADE
BETWEEN ALL PLANTS BEDNTING PLAN VIEW
LLI
2%4" STANDARDS + 1 %4" RAILS
Un OR ORANGE SAFETY FENCING TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN * 5' MINIMUM SEPARATION FROM CURB FACE WHEN INSTALLED
MAY BE USED. -I -III- - - III -I ADJACENT TO A CURB WITH "HEAD -IN" AUTOMOBILE PARKING SURFACE IN -GROUND
PLATE BASE WITH ANCHORS EMBED INTO
w IIIIIIIIIII III' ** MEASURED FRON NEAREST VERTICAL COMPONENT OF NEIGHBORING (NOT PERMITTED IN CONCRETE BASE
RACK PAVER BRICK SURFACE)
10
o NOT TO SCALE
0
• CITY OF CHARLOTTE CITY OF CHARLOTTE CITY OF CHARLOTTE INVERTED "U" RACK FOR
LAND DEVELOPMENT STANDARDS TREE P R 0 T E C T 0 N D ETAh LAND DEVELOPMENT STANDARDS SHRUB P EA N T N C BED LAND DEVELOPMENT STANDARDS
STD. N0. REV. STD. N0. REV. STD. NO. I REV.
° CHARLOTTE• INCLUDES CHARLOTTE ETJ 40.02 (LOZ"1'E- INCLUDES CHARLOTTE ETJ 40.05A 9 "iE- BICYCLE PARKING
C INCLUDES CHARLOTTE ETJ 50.20 115
ECKLENBl1t�LANNING ��RTMENT
it 11INI-Im
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06-01-2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-2021 PER STAFF COMMENTS DBS
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
CA R0
0�' �PNDSCgpF i'j,
IN.123 m
lc� )X',
10-31-2022
SCALE
AS INDICATED
DRAWING
SITE DETAILS
C"' 7 m 0 0
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
i.IA1Al AP41R0\IA1 19I2
PI�O)�C ER• ��
CtURLOTTE_
I
E
GINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTR
U
AN FOktgTR�r1
THE
O
DINANCE
CDOT
NOTE: SCHEDULE PRE -CONSTRUCTION ME
TI G
AT L
S 48 HRS. PRIOR TO ANY LAND
DISTVRBFNG
ACTIVITY USING THE ONLINE
FORM FO ND AT http://charlottenc.gov/Id
of ndexter
SPECIFIED BALL DIAMETER
ock
NATURAL SOIL LINE
incent Condon TOP OF
DUG
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
I o n roe NATURAL SOIL LINE
ckk
ROOT CROWN
ALL DIAMETER
EFFECTIVE BALL DIAMETER
UNACCEPTABLE SOIL
COVERING
ROOT CROWN
I I II II
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED) (AS DELIVERED)
NOTE:
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
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 ROOT FLARE DEPTHS
LAND DEVELOPMENT STANDARDS
( MARLOTTE. INCLUDES CHARLOTTE ETJ (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) 40.09 9
NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.
3. ALL JOINTS TO HAVE A 1 /2" FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL.
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.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SAFETY RA F
01AMBIPT1E- INCLUDES CHARLOTTE ETJ
WARRANTS
STANDARD SAFETY RAIL (STD. #50.04A) SHALL BE INSTALLED
UNDER ANY OF THE FOLLOWING CIRCUMSTANCES IN BOTH NEW
CONSTRUCTION AND IN RETROFITTING OR RECONSTRUCTION OF
EXISTING ROADWAYS OR SITES:
1. WHEN THE CULVERT CROSSING DETAIL (STD. #10.36A-8)
APPLIES.
2. IF THERE IS A TWO FOOT OR GREATER DROPOFF WITHIN 2
FEET OF THE EDGE OF THE SIDEWALK (SEE DIAGRAM A).
3. IF THERE IS A 1 -FOOT OR LARGER DROPOFF DIRECTLY
ADJACENT TO THE SIDEWALK EDGE (SEE DIAGRAM B).
4. AT THE DIRECTION OF CDOT, PLANNING, OR ENGINEERING
STAFF BASED ON FIELD CONDITIONS.
DEFINITIONS
• DROPOFF -- A SLOPE OF 2:1 OR STEEPER. EXAMPLES
INCLUDE HEADWALLS, RETAINING WALLS, AND CULVERTS.
• SIDEWALK -- FOR PURPOSES OF THIS STANDARD, THE TERM
"SIDEWALK" IS USED GENERICALLY AND SHALL MEAN ANY
PATH OR SURFACE TO BE USED FOR BICYCLE AND/OR
PEDESTRIAN TRANSPORTATION. EXAMPLES INCLUDE, BUT ARE
NOT LIMITED TO, SIDEWALKS, BIKE PATHS, SHARED -USE
PATHS, PEDESTRIAN PATHS, AND GREENWAYS.
NOT TO SCALE
• CITY OF CHARLOTTE
N0. REV.
LAND DEVELOPMENT STANDARDS
STD. �
5 0.0 4A 16 CHARII "M INCLUDES CHARLOTTE ETJ
SAFETY RAIL
50.04A
TYPICALLY SET RAIL
1 FT, FROM EDGE OF SIDEWALK
LESS THAN 2 FT.
2 FT.
OR Z
SIDEWALK
GREATER
DIAGRAM A
SLOPED DROPOFF AT BACK OF SIDEWALK
PPROTED FOR
ECKLENBLMWLANNING W�RTMENT
• �zio�=f% el�sign J
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
INC Firm License # C-0560
CLIENT / OWNER
* IF VERTICAL DROPOFF IS LESS THAN 6242 PLEASANT GROVE LLC
SAFETY RAIL 6711 LARRISA CT
50.04A 1 FOOT, SAFETY RAIL MAY NOT BE CHARLOTTE, NORTH CAROLINA 28226
WARRANTED. INSTEAD, THE EDGE OF
CENTERED IN SIDEWALK MUST BE MARKED WITH 6" 980.444.6510
WALL PAINTWIDE YELLOW LINE, 10' PAST
DROPOFF IN
ACHDIRECTIONN ALONG
SURVEYOR
THE SIDEWALK.
1 FT.
OR
GREATER*
RETAINING WALL
OR STEP
D IAG RAM B
VERTICAL DROPOFF AT BACK OF SIDEWALK
SAFETY RAF WARRANTS
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
SIDEWALK
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
7
NOT TO SCALE 04.527.1177
KEY MAP
PARKING SPACE PAVEMENT MARKINGS
R SIGNAGE (D © O
�I:: ACCESSIBLE PARKING REQUIREMENTS (MUST NOT OBSTRUCT
ACCESSIBLE ROUTE) ACCESSIBLE ROUTE
CURB AND GUTTER
SIDEWALK TRANSITION DETAIL AT BACK OF CURB
Not to scale
R
EXISTING SIDEWALK r J
(SEE NOTE 2)
SEE STD. NO
50.09 FOR
DIMENSIONS
NOTE:
ONE OUT OF EVERY
SIX (6) ACCESSIBLE
11' 5' 8' 8' 8' g' 5' 8' SPACES, BUT NOT
LESS THAN ONE, IS
REQUIRED TO BE VAN
ACCESSIBLE, PER
VAN VAN SECTION 1106.5 OF
ACCESSIBLE ACCESSIBLE NC STATE BUILDING
SPACE SPACE CODE
(OPTION 1) (OPTION 2)
W
MUTCD
R7-8P ii�o MUTCD RESERVED
ACCESSIBLE 12 x6" NV R7-1
12 x18 PARKING MUTCD
PARKING
® R7-8
I � RESERVED ANY ,2"X18"
R7-8P � NOTES: PARKING R7T8D 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
O 1. ALL ACCESSIBLE SIGNS (R7-8P, R7-8, R7-1, AND 50.10C) SHALL BE 12 08
O 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
Ln p AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT OPTIONAL
� EXPECTED TO USE. MAXIMUM
0 ACCESIBLE PENALTY CLDSM 50.10C
LOADING 12"x9"
< a w FINISHED GRADE 2.
F ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED ZONE SIGN $250
J / < n AT LOADING ZONE AREA. MAINTAIN MIN. 4' WIDE CONTINUOUS PASSAGE. -
INCREASE SPACING 50%
</ D-FHWA (FEDERAL HIGHWAY ADM INISTRATION/USDOT) MAXIMUM
3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES. PENALTY CLDSM 50.1OC
- - - r SERIES D LETTERS $250 12"x9"
L _ _ _ _ 1 _ \\\/\\\/\\\/\\\' \\j\\j\\j\\/ 4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND .sz.-3.. SEE STANDARD N0. 50.10C FOR
R \//\//\//\ //\//\//\/��i DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SEE STANDARD
SIGN DETAIL
\/\\/\\ \\/\\/\\/` U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF
BLEGEND AND ACKGROUND BORDER GREEN \�\\\\j\\//\/j�� NFONRMATIOTNTION SUPPLEMENT AND NC BUILDING CODE FOR ADDITIONAL
SIDEWALK TRANSITION DETAIL (PLANTING STRIP BOTH SIDES)
Not to Scale
NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE CITY OF CHARLOTTE SUPPLEMENTAL VAN ACCESSIBLE CITY OF CHARLOTTE ACCESSIBLE PARKING A N D
LAND DEVELOPMENT STANDARDS S D E W A E K T R A N S T O N � LAND DEVELOPMENT STANDARDS M LAND DEVELOPMENT STANDARDS
STD. NO. REV. SIGN (R 7 - 8 P) STD. NO- REV. SIGNAGE STANDARDS STD. NO. REV.
(ARLOTTE- INCLUDES CHARLOTTE ETJ 1 0.23 1 8 CHARLOTTE. INCLUDES CHARLOTTE ETJ 50.1 OBI 18 CHARiATTE- INCLUDES CHARLOTTE ETJ 50.10A 1 8
BACK OF CURB
<i J 2i
a
zi
<i J
4 L
CONTRACTION JOINT
SEE STD. 10.17B GENERAL NOTES
D
R
r
0'- 2. 9'
10'
4'
3'-7.9'
25'
19'
8'+
50'
44'
2'-6" CURB AND GUTTER
1'-6" CURB AND GUTTER
. .
LIP OF GUTTER/EDGE OF PAVEMENT
10,-0" 10'-0"
PLAN VIEW
NOTES:
1. TRANSITION TO BE ALONG BACK OF CURB.
• CITY OF CHARLOTTE CURB TRANSITION
LAND DEVELOPMENT STANDARDS 2'-6" CURB AND GUTTER CHAUMTE-
INCLUDESES CHARLOTTE ETJ 1 ' - 6 " CURB AND GUTTER
NOT TO SCALE
DIMENSIONS (INCHES)
A
B
C
D
E
F
G
H
J
K
L
12
6
3/8
3/8
1-1/2
1-1/2D
1/2
1D
2-1/2
4
1-1/2
NOTE:
�L SUPPLEMENTAL VAN ACCESSIBLE SIGN (R7-8P) USED IF THERE IS ONLY
12" i ONE REQUIRED ACCESSIBLE PARKING SPACE (MUST BE VAN ACCESSIBLE)
AND AT EACH ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE STD.
.. .. .. .
NO. 50.108)
I
V A I, f SIGN R7-8P
ACCESSIBLE
(CLDSM 50.108)
M A//\ M U M
\ RESERVED
PARKING
PENALTY r
g„ SIGN R7-8
$2,50 3/8" (TYPICAL)
3/8' (TYPICAL) MAXIMUM
PENALTY -SIGN CLDSM #50.10C
GS20-3 .6 $ 250
...::: GS20-37.6
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6
THIS PENALTY SIGN IS REQUIRED TO ACCOMPANY ALL R7-8
PARKING SIGNS ERECTED AFTER DECEMBER 31,1990
• CITY OF CHARLOTTE
STD. N0. I REV. LAND DEVELOPMENT STANDARDS
1 0.2 0 CHARLOTTE- INCLUDES CHARLOTTE ETJ
KEY:
iO ACCESSIBLE PARKING SIGNAGE, TYP.
SEE CLDSM DTL 50.10A-C
2O CURB RETURN TO REMAIN LEVEL
AND ALIGNED WITH SIDEWALK AT
END OF RAMP
6' MIN. ACCESSIBLE CONC SIDEWALK
0
CURB RAMP
44 TRUNCATED DOMES
6" CURB TAPER TO FOLLOW BACK
0
OF CURB SLOPE
4" PAINTED WHITE STRIPING AT
O
ACCESS AISLE
O STANDARD PAINTED ACCESSIBLE
PARKING SYMBOL
OHEAVY DUTY CONCRETE
NOTES:
1. WHERE VAN ACCESSIBLE PARKING IS
PRESENT, ACCESSIBLE AISLE TO BE 8' WIDE
AND STRIPED APPROPRIATELY
2. 2% MAX. CROSS SLOPE ALONG SIDEWALK
a
z a °
Q ' , a o ° e 4 3. SEE GRADING PLAN FOR SPOT ELEVATIONS
0 4 n v 7
° ° 4. SEE SITE PLAN FOR PARKING STALL DEPTH
O
o °
� z d° n.
,.
o a . ° a: °
v1 a ° _ 4.
Li
LiFINISHED GRADE
a
a a.
'. 8' MIN 5or 8' VAN 8' MIN
NOT TO SCALE 21'-24'
SUPPLEMENTAL ACCESSIBLE STD. N0 REV. 1 o URBTES RAMP ACCESSIBLE PARKING 3/16"=1'-0"
SIGN 50.10C 18
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06-01-2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-2021 PER STAFF COMMENTS DES
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
\O�� �N CA 0 //
OQ- �PNDSCAZ.
CD No.123
d ti \
'////jRE
10-31-2022
SCALE
AS INDICATED
DRAWING
SITE DETAILS
CT0
1
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
CHARMTTE_
O
O
cc
O
4
O
O
O
O
O
10
O
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
Q 1 GUARDRAIL + HANDRAIL
V I SECTION
00
7 1 ASPHALT PAVEMENT - HEAVY DUTY
SECTION
F
c
L
7
H-
z
w
�r
od
mo
w
G I MSE SEGMENTAL RETAINING WALL
V I SECTION
11/" C) n n- n-- nnini �1 CAM
KEY:
O(1) 1.25" TYPE SF-9.5A
SURFACE ASPHALT COURSE
2O (1) 2.5" TYPE SF-9.513 OR
SF-9.5A INTERMEDIATE
ASPHALT COURSE
0 8" COMPACTED AGGREGATE
BASE
4O COMPACTED SUBGRADE,
SEE NOTE # 2
NOTES:
1. SECTION REPRESENTS MINIMUM
TYPICAL PAVEMENT SECTION
2. ALL SUBGRADE SHALL BE
COMPACTED TO 100% OF MAXIMUM
DENSITY OBTAINABLE WITH
STANDARD PROCTOR TEST TO A
DEPTH OF 8" AND A DENSITY OF 95%
FOR DEPTHS GREATER THAN 8"
1 1/2" = 1 '-0"
KEY:
iO MSE BLOCK UNIT
0 CAP BLOCK
O 12" MIN. OF FREE-DRAINAING
AGGREGATE
O4" MIN. DRAIN PIPE (ELEVATION
VARIES)
O 6" MIN. COMPACTED GRANULAR BASE
LEVELING PAD
OGEOSYNTHETIC REINFORCEMENT
OBACKFILL
O8 98% COMPACTED SUBGRADE
O9 FINISHED GRADE
NOTES:
1. FINAL ENGINEERING + DESIGN OF
SEGMENTAL RETAINING WALLS BY
MANUFACTURER OR SEGMENTAL
RETAINING WALL SPECIALIST
2. DETAIL IS PROVIDED TO SHOW DESIGN
INTENT ONLY
3. PROVIDE ENGINEERED, SIGNED, AND
SEALED SHOP DRAWINGS FOR REVIEW
AND APPROVAL PRIOR TO
CONSTRUCTION
4. CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL REQUIRED RETAINING
WALL PERMITS PRIOR TO
CONSTRUCTION
BASIS OF DESIGN
PRODUCT: ALL RETAINING WALLS TO BE
PERMITTED SEPARATELY
MANUF: ANCHOR WALL SYSTEMS, INC.
COLOR: TBD
NOTES:
KEY:
1.
WHERE STAIRS & OR RAMPS EXCEED 30" IN HEIGHT FROM THE FINISHED
GRADE, THIS DETAIL CONDITION APPLIES.
iO 1-1/2" O.D GALVANIZED TUBE RAIL,
PAINTED BLACK FINISH
2.
THE HANDRAIL SHALL BE MADE OF PIPES JOINED TOGETHER WITH
COMPONENT FITTINGS. SAMPLES OF ALL COMPONENTS, BASES, TOE PLATE
D HANDRAIL
AND PIPE SHALL BE SUBMITTED FOR APPROVAL AT THE REQUEST OF THE
ENGINEER. COMPONENTS THAT ARE POP -RIVETED OR GLUED AT THE
O 7/8" O.D ALUMINUM TUBE
JOINTS WILL NOT BE ACCEPTABLE. ALL COMPONENTS MUST BE
PICKETS, SPACED 4" O.0
MECHANICALLY FASTENED WITH STAINLESS STEEL HARDWARE. HANDRAIL
AND COMPONENTS SHALL BE TUF RAILS, AS MANUFACTURED BY
O CHEEK WALL, SEE CHEEK WALL +
THOMPSON FABRICATING, LLC (BIRMINGHAM ALABAMA) OR AN APPROVED
STAIR HANDRAIL DETAIL
SUBSTITUTE.
O5 CORE DRILL CONCRETE AND
GROUT POST IN 2-1/2" SLEEVE.
3.
RAILINGS SHALL BE 1 2" SCHEDULE 40 ALUMINUM PIPE ALLOY 6105-T5,
APPLY NON -SHRINK GROUT
ASTM-B-429 OR ASTM-B-221. POSTS SHALL BE 1 z " SCHEDULE 80 ALUMINUM
PIPE OF SAME ALLOY. POST SPACING SHALL BE A MAXIMUM OF 6-0".
O FINISHED GRADE
4.
GUARDRAILS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A 200 LB
O CHEEK WALL BEYOND
CONCENTRATED LOAD APPLIED IN ANY DIRECTION AND AT ANY POINT ON
THE TOP RAIL. GUARDRAILS AND HORIZONTALS SHALL ALSO BE DESIGNED
TO WITHSTAND A UNIFORM LOAD 50 LB/FT APPLIED HORIZONTALLY TO THE
TOP RAIL. UNIFORM LOADS ARE NOT TO BE APPLIED SIMULTANEOUSLY
WITH THE CONCENTRATED LOADS.
5.
PICKETS AND INTERMEDIATE RAILINGS SHALL BE PROVIDED SUCH THAT A
4" DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A
HEIGHT OF 34 INCHES. FROM A HEIGHT OF 34" TO 42" ABOVE THE THE
ADJACENT WALKING SURFACE, A SPHERE 8" IN DIAMETER SHALL NOT PASS.
THE TRIANGULAR OPENINGS FORMED BY THE RISER, THREAD AND BOTTOM
RAIL AT THE OPEN SIDE OF A STAIRWAY SHALL BE OF A SIZE THAT A
SPHERE OF 6" IN DIAMETER CANNOT PASS THROUGH THE OPENING.
6.
PICKETS AND INTERMEDIATE RAILINGS SHALL BE DESIGNED TO WITHSTAND
A HORIZONTAL APPLIED NORMAL LOAD OF 50 LB ON AN AREA NOT TO
EXCEED ONE SQUARE FOOT INCLUDING OPENINGS AND SPACE BETWEEN
RAILS.
7.
POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT
ANY POINT ALONG THE RAILING, INCLUDING CORNERS AND END
TERMINATIONS (OSHA 1910.23). THE TOP SURFACE OF THE TOP RAILING
SHALL BE SMOOTH AND SHALL NOT BE INTERRUPTED BY PROJECTED
FITTINGS.
8.
THE MID -RAIL AT A CORNER RETURN SHALL BE ABLE TO WITHSTAND A 200
LB LOAD WITHOUT LOOSENING. THE MANUFACTURER IS TO DETERMINE
THIS DIMENSION FOR THEIR SYSTEM AND PROVIDE PHYSICAL LABORATORY
TESTS TO CONFIRM COMPLIANCE.
9.
ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT OR
DISSIMILAR METALS WILL BE PROTECTED WITH A COAT OF BITUMINOUS
PAINT, MYLAR ISOLATORS OR OTHER APPROVED MATERIAL.
C I MSE SEGMENTAL RETAINING WALL + FENCE
V I SECTION
3/4" = 1 '-0"
KEY:
OMSE BLOCK UNIT
0 CAP BLOCK
03 FREE-DRAINAING AGGREGATE
O4 SLEEVE -IT SYSTEM, INSTALL PER MFR.
SPECS DURING CONSTRUCTION OF
WALL, SET FENCE POST IN CONCRETE
AFTER BACKFILLING
O5 SET SLEEVE -IT PER MFR. SPECS
O6 FENCE POST, FENCE TYPE VARIES, 42"
HT. MINIMUM
O7 REINFORCED BACKFILL ZONE,
COMPACT TO 95% MDD PER ASTM D698
OFINISHED GRADE
NOTES:
1. INSTALL SLEEVE -IT SYSTEM PER MFR.
SPECIFICATIONS
2. FOLLOW MFR. GUIDELINES FOR FENCE
HEIGHT(S)
#2 I ASPHALT PAVEMENT - REGULAR DUTY
%% I SECTION
q I CONCRETE PAVING - HEAVY DUTY
1/2" = 1'-0" L I SECTION
v KEY:
iO 1/2" ASPHALT IMPREGNATED EXP. JT.
2O 12" 12" #4 REBAR, 18" O.0 EACH WAY
j ® 10 3O 98% COMPACTED SUBGRADE
O1-1/2" O.D GALVANIZED TUBE RAIL, PAINTED
12" BLACK FINISH. LOCATE SCH 40 STEEL
r�i I CENTER POSTS SET INTO 2" SLEEVE
6 LO I SPACED 3' O.0 AS REQUIRED
1" SEE NO 5O 3/4" CHAMFERED EDGE
6 CONCRETE STAIR + CHEEK WALL, 3,600 PSI
11" SEE NOTE @ 28 DAYS, LIGHT BROOM FINISH ON ALL
�. EXPOSED FACES
12" M
SLOPE \� 7O ALIGN BREAK IN RAIL WITH NOSE OF TOP
TREAD
I-11 I -III ° , 3
_ _ �.� - .�4" 8O CORE DRILL CONCRETE AND GROUT POST
-111=111=1 ' • ° °' IN 2-1/2" SLEEVE. APPLY NON -SHRINK
° - GROUT
-111-111-1 < c 1 Ra °Q 9O FINISHED GRADE, SEE GRADING PLAN
-1 1 -8"- 1111 1 11111� ° I 10 12" EXTENSION PRIOR TO TURN DOWN
i i=i i i=i i i i i l-i i i III-1 I I a wl I-1 II I I-1 I I- RADIUS
O 1 I HT III- 11-1 11 �0 11 NON -SLIP NOSINGS AND ANCHOR EACH
° 11 W =111 III III -III -I STEP
Q a. ...
NOTES:
1. TREAD AND RISER QUANTITY VARY, SEE GRADING PLAN
=111=111=111= 2. GRIND ALL WELDS SMOOTH
111-1 I 1 3. RISER HEIGHTS SHALL BE EQUAL, SEE GRADING PLAN FOR
_ 111-111 _ TOP AND BOTTOM OF STAIR ELEVATIONS
-1 I I-III-1 I I- 4. EXPANSION JOINTS SHALL BE PRE -MOLDED BITUMINOUS IMPREGNATED FIBERBOARD
5. ALL LANDINGS TO BE AS LONG AS STAIRS ARE WIDE MIN.
6. LANDINGS TO BE PROVIDED AT TOP AND BOTTOM OF ALL STAIRS AT 2% MAX SLOPE.
7. HANDRAIL LENGTH VARIES PER STAIR CONFIGURATION
8. LOCATE CENTER POST EQUIDISTANT FROM END POSTS
9. ALL STEPS WIDER THAN 60" REQUIRE INTERMEDIATE HAND RAILS
10. ALL STEPS WITH 2 OR MORE RISERS REQUIRE HANDRAILS ON BOTH SIDES
11. PROVIDE SHOP DRAWINGS OF ALL STAIR CONFIGURATIONS TO LANDSCAPE ARCHITECT FOR APPROVAL
PRIOR TO FABRICATION
12. RISERS SHALL BE 4" MIN & 7" MAX. TREADS SHALL BE 11" MIN.
13. ALL STAIRS AND HANDRAILS TO COMPLY WITH SEC. 1009 OF THE MOST CURRENT INTERNATIONAL BUILDING
CODE.
A I CONCRETE STAIR
1/2" = 1'-0" �r I SECTION
8'-0" MAX. (CENTER OF POST TO CENTER OF POST)
KEY:
iO
(1) 1.25" TYPE SF-9.5A
SURFACE ASPHALT COURSE
2O
(1) 1.75" TYPE SF-9.5A
INTERMEDIATE ASPHALT
COURSE
0
6" COMPACTED AGGREGATE
BASE
4O
COMPACTED SUBGRADE,
SEE NOTE # 2
NOTES:
1. SECTION REPRESENTS MINIMUM
TYPICAL PAVEMENT SECTION
2. ALL SUBGRADE SHALL BE
COMPACTED TO 100% OF MAXIMUM
DENSITY OBTAINABLE WITH
STANDARD PROCTOR TEST TO A
DEPTH OF 8" AND A DENSITY OF 95%
FOR DEPTHS GREATER THAN 8"
1 1/2" = 1 '-0"
KEY:
O6 X 6" - 10 / 10 W.W.M, LOCATED 2"
FROM BOTTOM OF SLAB
0 1/4" HAND TOOLED CONTROL JOINT,
MIN. 1/4" DEPTH OF SLAB
O3 1/2" DOWELED EXP. JT
O4 BROOM FINSH SURFACE
O5 DOWEL BAR
O6 CIP CONCRETE PAVING, 3,600 PSI @
28 DAYS
O7 95% COMPACTED AGGREGATE BASE
O8 98% STD PROCTOR COMPACTED
SUBGRADE
1 1/2" = 1 '-0"
iO
2 X 4" P.T.
2O
2 X 6" P.T.
3O
1 X 6" P.T.
O
FENCE POST, 6 X 6" P.T.
O
FINISHED GRADE
0
POURED IN PLACE
CONCRETE (EARTH
FORMED)
FENCE DETAIL
3/4" = 1'-0" SECTION/ELEVATION 1/2" = 1'-0"
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
it 11IN"Im
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06-01-2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-2021 PER STAFF COMMENTS DBS
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
`N CA &0
\
�PNDSCgpF
CD No.123 m
lk,I I1S�\O
10-31-2022
SCALE
AS INDICATED
DRAWING
SITE DETAILS
C7mO2
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

KEY:
PPROTED FOR
•
CHARMTTE_
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTROL
URBAN
FORESTRY
TREE
ORDINANCE
C
OT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
LLJ
U/
w
0
00
O
O
N
0
EL
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
U)
w
fy
0
LANDSCAPE AREA DRAIN
DETAIL -NOTES
12" TYPICAL /
KEY:
iO CATCH BASIN RISER, QTY
VARIES
2O ATRIUM GRATE, FINISH TBD
01 "-3" DIA RIVER ROCK STONE COLLAR
AROUND INLET WHERE LOCATED IN
MULCH BEDS (NOT REQ'D IN LAWN
AREAS)
0FINISHED GRADE
0PLANT BED
0NDS CATCH BASIN
0DRAIN PIPE, SEE STORM
DRAINAGE PLANS FOR TYPE
+ SIZE
06" - #57 STONE
NOTES:
1. REFER TO STORM DRAINAGE
PLANS FOR ALL DRAIN AND
PIPE SIZES
K
F
1
DOWNSPOUT CONNECTION
SECTION
3'-0"
PLAN
SECTION
CONCRETE WHEEL STOP
PLAN/SECTION
CHEEK WALL + STAIR HANDRAIL
SECTION
iO BUILDING FACE
0 DOWNSPOUT, SEE ARCH CHAT
DWGS
ODOWNSPOUT ADAPTER
INSERTED IN RISER PIPE
O4 INJECTION MOLDED WATE
TIGHT 90 DEGREE BEND
0HDPE PIPE, TYP.
06 GASKET CONNNECTION
0INJECTION MOLDED WATER
TIGHT TEE
08 INJECTION MOLDED
GASKETED SPIGOT BY BELL
REDUCER
09 INJECTION MOLDED WATER
TIGHT TEE
10 CLEANOUT END CAP, FLUSH
WITH GRADE
11 FINISHED GRADE
NOTES:
1. INJECTION MOLDED FITTINGS
ARE AVAILABLE IN "T", "Y",
REDUCERS, 45 DEGREE BENDS
+ BELL/ BELL COUPLERS
2. WATER TIGHT JOINTS SHOWN,
SOIL TIGHT FITTINGS ARE
ALSO AVAILABLE
3. REFER TO STORM DRAINAGE
PLANS FOR ALL DRAIN AND
PIPE SIZES
II�
KEY:
O6-0" LONG PRECAST CONCRETE
WHEEL STOP, MIN. 4000 PSI @ 28
DAYS
(� 3/4" DIA. HOLE
O 18" LONG #4 REBAR SPIKE
O PAVEMENT ASSEMBLY VARIES
0PARKING SPACE CENTERLINE
NOTES:
1. CENTER WHEEL STOP IN PARKING
SPACE
1 1 /2" = 1 '-0"
KEY:
iO ALIGN BREAK IN RAIL WITH NOSE OF TOP TREAD
2O 1-1/2" O.D. GALVANIZED TUBE RAIL, PAINTED
BLACK
FINISH
3O 3/4" CHAMFERED EDGE
4O CONCRETE STAIR BEYOND, SEE CONCRETE
STAIR DETAIL
5O CONCRETE CHEEK WALL, 3,600 PSI @ 28 DAYS,
LIGHT BROOM FINISH ON ALL EXPOSED
FACES
O98% COMPACTED SUBGRADE
7O CORE DRILL CONCRETE AND GROUT POST IN
2-1/2" SLEEVE. APPLY NON -SHRINK GROUT
8O FINISHED GRADE, VARIES SEE GRADING PLAN
NOTES:
1. GRIND ALL WELDS SMOOTH
2. HANDRAIL LENGTH VARIES PER STAIR CONFIGURATION
3. LOCATE CENTER POST EQUIDISTANT FROM END POSTS
4. ALL STEPS WIDER THAN 60" REQUIRE INTERMEDIATE
HAND RAILS
5. ALL STEPS WITH 2 OR MORE RISERS REQUIRE
HANDRAILS ON BOTH SIDES
6. PROVIDE SHOP DRAWINGS OF ALL STAIR
CONFIGURATIONS TO LANDSCAPE ARCHITECT FOR
APPROVAL PRIOR TO FABRICATION
3/4" = 1 '-0"
ECKLENBIlt(WLANNING WWRTMENT
it 11IN"Im
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06-01-2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-2021 PER STAFF COMMENTS DBS
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
\\\�No\\I1MIIIIIII/
CARD
OQ- �,PNDSCgpF � i�
No. 123
10-31-2022
SCALE
AS INDICATED
DRAWING
SITE DETAILS
C7mO3
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
ORIGINAL SHEET SIZE: 24" X 36"

•
CHARMTTE_
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTROL
URBAN
FORESTRY
TREE
ORDINANCE
C
OT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
5
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
COMPACTOR - SIDE ELEVATION
ELEVATION
J
J
o
U) U
L
00
U
rn =
+ U)
a
rY
H
0
N
6 COMPACTOR - GATE ELEVATION
ELEVATION
KEY:
iO 1/8" X 2" STEEL FRAME + CROSS BRACING
0 6" STEEL PIPE FILLED WITH CONCRETE
O3 2" X 6" REAR SIDE ONLY
O 5/8" X 6" BARREL BOLT
O 2" X 6" TRIM FRAME BOTH SIDES, PAINT TO MATCH
TRIM ON BUILDING
06 1/8" x 4 1/2" x 12" STRAP HINGE BOLTED THROUGH (3)
EACH DOOR, ANCHOR BOLT TO 6" CONCRETE FILLED
PIPE
07 1" X 6" WOOD SLATS
08 18" CANE BOLT BOTH DOORS
09 24' RADIUS
10 CORE DRILL
11 SEE PLAN FOR FINISH GRADE
NOTES:
1. REFER TO COMPACTOR + RECYCLING
LAYOUT AND FINE GRADING DETAIL
FOR GRADING AND LAYOUT.
2. VERIFY ACTUAL DIMENSIONS IN THE
FIELD PRIOR TO CONSTRUCTION.
3/8" = 1 '-0"
KEY:
0 CONTAINER
0 STEEL PLATE HOPPER
0OPENING, HOPPER OPENING
TO BE COORDINATED WITH
STATIONARY COMPACTOR
OPENING
O4 42" HIGH OPENING AT
SIDEWALK CONNECTION
0STATIONARY COMPACTOR
06 BRICKVENEER, TO MATCH BUILDING
07 GATE POST
NOTES:
1. STEEL PLATE HOPPER TO BE
CONSTRUCTED AND ATTACHED SO THAT IT
REMAINS ON SITE DURING TRASH REMOVAL.
2. DO NOT ATTACH HOPPER DIRECTLY TO
MASONRY WALL.
3. HOPPER HEIGHT TO BE A MIN. OF 54" (4' - 6")
ABOVE BASE GRADE. PREFERABLY
BETWEEN 7' & 8'
4. SEE CIVIL DWGS FOR STORM DRAINAGE (OR
SANITARY CONNECTION) AS REQUIRED BY
LOCAL CODES.
5. SEE CIVIL ENGINEER DWGS FOR
CONNECTION OR FREEZE PROOF YARD
HYDRANT.
6. ALL EQUIPMENT SHALL BE SINGLE PHASE
ELECTRIC, TO BE COORDINATED WITH MFR
AND ELECTRICAL CONTRACTOR.
7. STATIONARY COMPACTOR TO BE RJ-225 ON
SITE COMPACTOR BY MARATHON
EQUIPMENT CO.
8. CONTAINER TO BE RJ-40 OCVL ROLL -OFF
OCTAGON.
9. COMPACTION CONTAINER BY MARATHON
EQUIPMENT CO.
10. SEE GRADING PLAN DETAIL FOR
ADDITIONAL GRADES.
KEY:
0
GATE
2O
CONTAINER
0SIDEWALK
CONNECTION
0CLEAR
TOP OPENING
0STATIONARY
COMPACTOR
0STEEL
PLATE HOPPER
3/8" = 1 '-0"
3 COMPACTOR - FRONT ELEVATION
ELEVATION
2 COMPACTOR - REAR ELEVATION
ELEVATION
KEY:
OSIDEWALK CONNECTION
0 CONTAINER
3/8" = 1 '-0"
KEY:
0
CONTAINER
OSTEEL
PLATE HOPPER
03
STATIONARY COMPACTOR
04
SIDEWALK CONNECTION
3/8" = 1 '-0"
KEY:
0 ROWLOCK BRICK CAP
OMORTAR FILL, AS NEEDED
3O COMPACTOR HOPPER
4O MORTAR SHELF, SLOPE TO DRAIN
5O 10" X 8" X 16" CMU. FILL ALL CELLS W/ GROUT
0 6" X 8" X 16" CMU. FILL ALL CELLS W/ GROUT
7O 4" X 8" X 16" CMU. FILL ALL CELLS W/ GROUT
8O 98% COMPACTED SUBGRADE
9O 6" COMPACTED A.B.C.
10 #4. REBAR, 12" O.0 BOTH WAYS
11 6" BROOM FINISH CONCRETE, 3,500 PSI @ 28 DAYS, AIR
ENTRAINED TO 5% MIN., SLOPE 1/8" PER FOOT
12 #4. REBAR, 16" O.0 TOP + BOTTOM
13 #4. REBAR, 12" O.0
14 MORTAR JOINT, TYP
15 BRICK VENEER, TO MATCH BUILDING
16 (2) #4. REBAR, 8" O.0
17 EXPANSION JOINT
18 SIDEWALK DROP OFF AREA, 2% MAX SLOPE
19 MIRIFI MIRADRAIN 6000 DRAIN SYSTEM WITH 4"
PVC -DRAIN TO STORM DRAIN
20 12" DEPTH CONCRETE FOOTING, 3,500 PSI @ 28 DAYS
NOTES:
1. REFER TO COMPACTOR + RECYCLING LAYOUT AND
FINE GRADING DETAIL FOR GRADING AND LAYOUT.
2. VERIFY ACTUAL DIMENSIONS IN THE FIELD PRIOR
TO CONSTRUCTION.
PPROTED FOR
ECKLENBIlt(WLANNING WWRTMENT
it 11IN"Im
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
11-15-21 PER STAFF COMMENTS DBS
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
`N \ CA /�0
' �PNDSCA
No.123
10-31-2022
SCALE
AS INDICATED
DRAWING
SITE DETAILS
0
COMPACTOR
PLAN
3/8" = 1 '-0"
COMPACTOR -SCREENING WALL
1 SECTION
3/8" = 1 '-0"
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
C7mO4
ORIGINAL SHEET SIZE: 24" X 36"

•
cHnw
EN(
PCSO / C
Ek
QZ
NOTE:
SC
AT LE
AST
DIST
JRB
FOR
FO
6
COMPACTOR AREA - LAYOUT
PLAN
0
1
COMPACTOR AREA - GRADING
PLAN
0
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
it 111IN"Im
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
11-15-21 PER STAFF COMMENTS DBS
PROJ. MANAGER: B.S
DRAWN BY: 131 M.T T.W
CHECKED BY: B.S H.N
SEAL
`N CARD
OQ- �PNDSCgpF iJ
No.123
10-31-2022
SCALE
AS INDICATED
DRAWING
SITE DETAILS
C7mO5
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"

•
� FIN -AL APPReYAL: 12QW2022 r
SHEET TITLE SPECIAL REQUIREMENTS AND NOTES
METHOD OF PWJKTAL�LLAWN ER: - -00048
CIIAI ATTE_
iL`i1iLLl_i_ PARALLEL PIPE END SECTION -PRECAST CONCRETE FOR 15" TO 24" PIPE
REQUIRED IN RIGHT OF WAY WITHIN THE ETJ
- T CONCRETE FOR 18" TO 30" PIPE
REQUIRED IN RIGHT OF WAY WITHIN THE ETJ
CONSTRUCTION USI
G NO SPECIAL END SECTIONS
ONLY AT LOCATIONS APPROVED BY THE CITY ENGINEER
E*E,w
IN AND BLIND DRATPCS
MCOC7�17'LPOULDER
DRAINFOR
/
SINGLE A
D DOUBLE PIPE CULVERTS
NOTE 1
15" THRU 48" PIPE 90' SKEW
NOTE 1
N T
ICE GTE
3
I-
EW
NOTE 1
E
N
A
L
F A
D PE
NOTE 1
17"X13"THRU 71"X47" PIPE ARCH
0' SKEW
NOTE 1
838.05
CONCRETE L ENDWALL FOR SINGE
PIPE CULVERTS 15" THRU 48" PIPE
NOTE 1
U
8
C
D
SINGE
P
E S 7" T
NOTE 1
71
NOTE 1
THE
O
CONCRETE ENDWALL FOR SINGLE AID
DOUBLE PIPE CULVERTS
NOTE 1
9C'SKEW
NOTE 1
.08
CONCRETE "L" ENDWALL FOR SING
E V 4
" 3
lit
NOTE 1
C
THRU 66"X51" PIPE ARCH
NOTE 1
838.10
CONCRETE ENDWALL FOR OUTFALL
'-6" OR 8" PIPE
NOTE 1
-
"::
Rl'I =eonLou
. z -
WOMB B 110 s""'11
������� [ff��[ ������unwaL�l.�EC'["
:ImdI�Lg"w
OUDLE PIPE CULVERTS NOTE 1
NOTE 1
OUBLE PIPE CULVERTS 17"X31" NOTE 1
NOTE 1
PE CULVERTS 15" THRU 48" PIPE NOTE 1
PE CULVERTS 17"X13" THRU NOTE 1
71"X47" PIPE ARCH
NOTE 1
838.17
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 40"X31"
NOTE 1
THRU 66"X51 " PIPE ARCH 90'SKEW
NOTE 1
838.18
BRICK ENDWALL FOR SINGLE PIPE CULVERTS 40"X31 " THRU
NOTE 1
66"X51" PIPE ARCH 90' SKEW
NOTE 1
838.20
BRICK ENDWALL FOR OUTFALL 4", 6" AND 8" PIPE
NOTE 1
838.21
REINFORCED CONCRETE ENDWALL FOR SINGLE 54" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.22
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.27
REINFORCED CONCRETE ENDWALL FOR SINGLE 60" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.28
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.33
REINFORCED CONCRETE ENDWALL FOR SINGLE 66" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.34
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 66" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.39 REINFORCED CONCRETE ENDWALL FOR SINGLE 72" PIPE 90' SKEW NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.40 REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90' SKEW NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
838.45
NOTES FOR REINFORCED CONCRETE ENDWALL STANDARD DRAWINGS
NOTE 1
SEE CLDS
20.17 FOR SPLASH
PAD
838.21 THRU 838.40
OTE 1
SEE CLDS
20.17 FOR SPLASH
PAD
838.51
REINFORCED BRICK ENDWALL FOR SINGLE 54' PIPE 90 SKEW
NOTE
1 SEE CLDS
20.17 FOR SPLASH
PAD
838.52
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 90'SKEW
NOTE 1
SEE CLDS
20.17 FOR SPLASH
PAD
838.57
REINFORCED BRICK ENDWALL FOR SINGLE 60" PIPE 90' SKEW
NOTE 1
SEE CLDS
20.17 FOR SPLASH
PAD
838.58
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW
NOTE 1
SEE CLDS
20.17 FOR SPLASH
PAD
838.63
REINFORCED BRICK ENDWALL FOR SINGLE 66" PIPE 90' SKEW
NOTE 1
SEE CLDS
20.17 FOR SPLASH
PAD
838.64
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 66" PIPE 90' SKEW
NOTE 1
SEE CLDS
20.17 FOR SPLASH
PAD
838.69
REINFORCED BRICK ENDWALL FOR SINGLE 72" PIPE 90' SKEW
NOTE 1
SEE CLDS
20.17 FOR SPLASH
PAD
838.70
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90' SKEW
NOTE 1
SEE CLDS
20.17 FOR SPLASH
PAD
838.75
NOTES FOR REINFORCED BRICK ENDWALL STANDARD DRAWINGS 838.51 THRU
838.70
NOTE 1
SEE CLDS
20.17 FOR SPLASH
PAD
838.80
PRECAST CONCRETE ENDWALL FOR SINGLE 12" THRU 72" PIPE 90' SKEW
840.00
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.01
BRICK CATCH BASIN 15" THRU 54" PIPE
840.02
CONCRETE CATCH BASIN 12" THRU 54" PIPE
840.03
FRAME, GRATE BASIN 12" THRU 54" PIPE
TYPE
F AND G GRATES ARE OPTIONAL
WITHIN THE CITY LIMITS
840.04
CONCRETE OPEN THROAT CATCH BASIN 12" THRU 48" PIPE
NOTE 1; OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R/W
MANHOLE RING AND COVER REQUIRED IN TOP SLAB SEE CLDS 20.05 A&B
840.05
BRICK OPEN THROAT CATCH BASIN 15" THRU 48" PIPE
NOTE
MANHOLE
1; OPENINGS PERMITTED IN 4 SIDES
RING AND COVER REQUIRED
OUTSIDE OF STREET R/W
IN TOP SLAB SEE CLDS 20.05 A&B
840.14
CONCRETE DROP INLET 12" THRU 30" PIPE
NOTE
1
840.15
BRICK DROP INLET 12" THRU 30' PIPE
NOTE
1
840.16
DROP INLET FRAME AND GRATE FOR USE WITH DWGS. 840.14 & 840.15
NOTE
1
840.17
CONCRETE GRATED DROP INLET TYPE "A" 12" THRU 72" PIPE
NOTE
1
840.18
CONCRETE GRATED DROP INLET TYPE "B" 12" THRU 36" PIPE
NOTE
1
840.19
CONCRETE GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE
NOTE
1
840.20
FRAMES AND WIDE SLOT FLAT GRATES
NOT FOR USE IN
PEDESTRIAN AREAS
840.22
FRAMES AND WIDE SLOT SAG GRATES
NOT FOR USE IN
PEDESTRIAN AREAS
840.24
FRAMES AND NARROW SLOT SAG GRATES
840.25
ANCHORAGE FOR FRAMES BRICK OR CONCRETE
840.26
BRICK GRATED DROP INLET TYPE "A" 12" THRU 72" PIPE
840.27
BRICK GRATED DROP INLET TYPE "B" 12" THRU 36" PIPE
840.28
BRICK GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE
840.29
FRAMES AND NARROW SLOT FLAT GRATES
840.30
OR INLET
DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
840.31
CONCRETE JUNCTION BOX WITH OPTIONAL MANHOLE 12" THRU 66" PIPE
NOTE 1; OPTIONAL MANHOLE IS REQUIRED
840.32
BRICK JUNCTION BOX 12" THRU 66" PIPE
NOTE 1; OPTIONAL MANHOLE IS REQUIRED
840.34
TRAFFIC BEARING JUNCTION BOX FOR USE WITH PIPES 42" AND UNDER
NOTE 1; OPTIONAL MANHOLE IS REQUIRED; AS MEASURED FROM BOTTOM
TOP SLAB -- FOR JUNCTION BOX HEIGHT 0'-4'8" USE 8" THICK WALL,
FROM 4'8" HEIGHT TO 10' HEIGHT, USE 12" THICK WALL. IF PROPOSE
STRUCTURE EXCEEDS 12'-0" HEIGHT A SPECIAL DESIGN WILL BE REQUI
OF
CH
ED
840.35
TRAFFIC BEARING DROP INLET FOR CAST IRON DOUBLE FRAME AND GRATES
840.36
TRAFFIC BEARING DROP INLET FOR STEEL 840.37 DOUBLE FRAME AND GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.37
STEEL GRATE AND FRAME
NOT FOR USE IN PEDESTRIAN AREAS
840.41
SPRING BOX CONCRETE OR BRICK
840.45
PRECAST DRAINAGE STRUCTURE (SOLID AND WAFFLE WALL)
WAFFLE WALL IS NOT PERMITTED IN ROADWAY, PLANTING STRIPS,
OR MEDIANS. ALL OPENINGS SHALL BE PRE -CAST
840.46
TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
840.51
BRICK MANHOLE 12" 36" PIPE
840.52
PRECAST MANHOLE 4', 5' AND 6' DIAMETER 12" THRU 48" PIPE
IF USED AS A CATCH BASIN SUPPORTING NCDOT 840.03 FRAME, GRATE, AND HOOD - THE FLAT
TOP SLAB ONLY ACCEPTABLE WHEN A 12" VERTICAL RISER CAN BE ACCOMMODATED ON TOP OF
THE STRUCTURE (BETWEEN THE TOP OF FLAT TOP SLAB AND BOTTOM OF FRAME/GRATE)
840.53
PRECAST MANHOLE WITH MASONRY BASE 12" THRU 42" PIPE
IF USED AS A CATCH BASIN SUPPORTING NCDOT 840.03 FRAME, GRATE, AND HOOD - THE FLAT
TOP SLAB ONLY ACCEPTABLE WHEN A 12" VERTICAL RISER CAN BE ACCOMMODATED ON TOP OF
THE STRUCTURE (BETWEEN THE TOP OF FLAT TOP SLAB AND BOTTOM OF FRAME/GRATE)
840.54
MANHOLE FRAME AND COVER
840.60
DRAINAGE STRUCTURE STEPS
840.71
CONCRETE PAVED DITCHES
840.72
PIPE COLLAR
850.01
CONCRETE PAVED DITCHES
852.04
METHODS FOR PLACEMENT OF DROP INLETS IN GRASSED MEDIAN (USING 1'-6" CURB AND GUTTER)
852.05
MEDIAN CURB FOR CATCH BASIN (FOR USE WITH 1'-6" CURB AND GUTTER)
852.06
METHOD OF PLACEMENT OF DROP INLETS IN CONCRETE ISLANDS
876.01
RIP RAP IN CHANNELS
876.03
DRAINAGE DITCHES WITH CLASS "A" RIP RAP
876.04
DRAINAGE DITCHES WITH CLASS "B" RIP RAP
310.01
1998 DRAWINGS CONCRETE FLARED END SECTION
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (250OPS1). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH @ 28 DAYS. 3600 PSI
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (250OPSI). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH @ 28 DAYS. 3600 PSI
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (250OPS1). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH @ 28 DAYS. 3600 PSI
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
•
CITY OF CHARLOTTE
NCDOT STANDARDS
•
CITY OF CHARLOTTE
NCDOT STANDARDS
•
CITY OF CHARLOTTE
NCDOT STANDARDS
LAND DEVELOPMENT STANDARDS
APPROVED FOR USE IN THE CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
APPROVED FOR USE IN THE CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
APPROVED FOR USE IN THE CITY OF CHARLOTTE
STD. N0. REV.
STD. N0. REV.
STD. N0. REV
CHARIATTE.
INCLUDES CHARLOTTE ETJ
AND CHARLOTTE ETJ 20.00A 1 1
CHARLOTTE_
INCLUDES CHARLOTTE ETJ
AND CHARLOTTE ETJ 20.00B 5
CHARLOTTE_
INCLUDES CHARLOTTE ETJ
AND CHARLOTTE ETJ 20.000 16
GENERAL NOTES:
1. FOR STREAMS CARRYING 500 ACRES OR
MORE OF SURFACE RUNOFF, THE EASEMENT
REQUIREMENT IS TO BE THE WIDTH OF THE
STREAM FROM TOP OF BANK TO TOP OF BANK,
PLUS (+) 10' ON EACH SIDE OF STREAM.
( 40' MINIMUM WIDTH )
2. FOR OPEN CHANNELS THE MINIMUM
EASEMENT MUST CONTAIN THE WIDTH OF THE
STREAM FROM TOP OF BANK TO TOP BANK.
3. WIDER EASEMENT WIDTHS MAY BE REQUIRED
FOR PIPE DEPTHS GREATER THAN TEN FEET.
4. PIPE SYSTEMS AND OPEN CHANNELS ON
PRIVATE PROPERTY SHALL BE PLACED IN
A STORM DRAINAGE EASEMENT.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE_ INCLUDES CHARLOTTE ETJ
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
LENGTH TO
WIDTH RATIO
2:1
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
Q10)
PLAN VIEW
I N FLOW
AVERAGE AREA*
WIDTH =
LENGTH
* AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW
O
INFLOW
OI
O
DEWATERING
ZONE
FILTER FABRIC
CLEANOUT
DEPTH
(H/2)
O
DATA BLOCK
Easement Requirements for
Open Storm Drainage Channels
Area in Acreage Easement Requirement
0-45 ac.
20'
45-120 ac.
30'
120-500 ac.
40'
500 ac.+
see note
Easement Requirements for Storm Drain Pipe
Pipe Size
Easement Requirement
15"
15'
18"
15'
24"
15'
30"
20'
36"
20'
42"
25'
48"
25'
54"+
30'MIN (VARIES)
NOT TO SCALE
MINIMUM DRAINAGE EASEMENT
REQUIREMENTS FOR STORM DRAIN PIPES STD. N0. REV.
AND OPEN CHANNELS 20.30
BAFFLES PER
CLDS #�39h9
LENGTH
10'
MIN.
SKIMMER
DEWATERING
DEVICE
-RIP RAP BERM; SEE NOTE #3
1' FREEBOARD
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY
MIN. 1'
PRIMARY SPILLWAY (RISER)
MIN. __ - 4
NOTES:
1.
REFER TO NCESCPDM
SECTION #6.61 FOR
ADDITIONAL DESIGN
SPECIFICATIONS REGARDING
SEDIMENT BASINS.
2.
REFER TO STD. #30.19
FOR BAFFLE SPACING AND
INSTALLATION.
3.
FIRST BAFFLE IS TO BE
CONSTRUCTED OF RIP -RAP.
_
WITH A MIN. HEIGHT OF 3'
=
AND MIN. TOPWIDTH OF 2'.
4.
TURBIDITY CURTAIN (CLDS
RISER
#30.23) MAY BE USED IN
LIEU OF POROUS BAFFLES
(CLDS #30.19).
5.
FLASHBOARD RISER NOT
PERMITTED FOR USE IN
THE CITY OF CHARLOTTE
L=20' 6.
SKIMMER INVERT ELEVATION
MIN.
= BASIN BOTTOM + V
MIN.
7.
H = SPILLWAY ELEVATION
- SKIMMER INVERT
ELEVATION
W
EMBANKMENT
�T
- Z
H
EMERGENCY
SPILLWAY
_ SPECIFY SEEPAGE
H X 1.5 CONTROL MEASURES
1' SEDIMENT BAFFLE (5' MIN.)
STORAGE NOT TO SCALE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
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
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(SQ FT.)
PROVIDED
(SQ FT.)
O
O
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
° CHARLOTTE- INCLUDES CHARLOTTE ETJ
O
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
Q10)
DATA BLOCK
11►
AVERA
WIDT
* AREA
SURFACI
S P I LLWA
C
INFLOW
DEWATERING
ZONE
FILTER FABRIC -
NOTES:
1.
REFER TO NCESCPDM
SECTION #6.64 FOR
ADDITIONAL DESIGN
IKMENT
SPECIFICATIONS
REGARDING SKIMMER
SEDIMENT BASINS.
2.
REFER TO STD. #30.19
FOR BAFFLE SPACING
AND INSTALLATION
3.
TURBIDITY CURTAIN
(CLDS #30.23) MAY BE
USED IN LIEU OF
POROUS BAFFLES (CLDS
#30.19).
4.
SKIMMER INVERT
RGENCY
ELEVATION = BASIN
_LWAY
BOTTOM + 1' MIN.
5.
H = SPILLWAY
ELEVATION - SKIMMER
INVERT ELEVATION
# 1' FREEBOARD W=5' MIN.
#30.19)
EMBANKMENT
6" MAX. DEPTH OF FLOW
BAFFLES OVER EMERGENCY SPILLWAKY - T=1.5' MIN.
Z=5' MAX.-�
H=2' MINA EMERGENCY
SPILLWAY
CLEANOUT SKIMMER ARM
DEPTH 1' SEDIMENT LENGTH = SPECIFY
(H/2) H x 1.5 SEEPAGE
STORAGE (MIN. 5') CONTROL NOT TO SCALE
MEASURES
BASIN
DRAINAGE
AREA
(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
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(SQ FT.)
PROVIDED
(SQ FT.)
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
SKIMMER SEDIMENT BASIN
PVC END CAP
PVC TEE
END VIEW
PERSPECTIVE VIEW
PVC ELBOW
PVC END CAP
PVC PIPE
1 /2" HOLES IN
UNDERSIDE
FLEXIBLE
HOSE -
WATER SURFACE
"C" ENCLOSURE
TFP FNTRY I INIIT
PVC VENT
PIPE
5i
A�\N PVC TEE
SCHEDULE 40
PVC PIPE
FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00.
REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY.
• CITY OF CHARLOTTE
STD. NO. REV.
LAND DEVELOPMENT STANDARDS SKIMMER
STD. NO. REV.]
30.02A 1 8A CRARLOTTE_ INCLUDES CHARLOTTE ETJ
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. 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 RIPRAPPED.
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. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. 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.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. 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.
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,
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
15. 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.
16. 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
LENGTH AS NECESSARY
TO GO THRU DIKE
4' MIN. PIPE
1.5' MIN. 12
FLEXIBLE PIPE
TIE DOWN 10' MAX. SPACING-IIIIII Ill.
TIE DOWN AT END - lll-
4' (MIN)* -
* AT LESS THAN 1% SLOPE
DIAMETER (D)
RIP-Ri
EXTEND TO EDGE OF DISTURBANC
MENT PIT
RIP RAP & WASHED STONE
FILTER BERM
(CLDS 30.12)
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
EARTH DIKE
PPROTED FOR
ECKLENBItMDLANNING WWRTMENT
2/01 9t s I Q n
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
INC Firm License # C-0560
y�ia��rc•�nmia
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
NOT TO SCALE 1 11-23-21 PER STAFF COMMENTS MT
30.0213112
SEDIMENT PIT
NOT REQUIRED IF BASIN
IS LOCATED DOWNSTREAM
OF PIPE OUTLET.
(VOLUME PER CLDS 30.1,
CONSTRUCTION SPECIFICATIONS-
1 . THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
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
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
NOT TO SCALE
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
\\\\\\\\\ V\ IIIC IAI I IRO4 ZXZ////i
Q- °ASS � /i
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as SEAL
030523
NGI NE°° °
N
111111110���
10-�i-2022
SCALE
AS INDICATED
DRAWING
SITE DETAILS
SEDIMENT BASIN
• CITY OF CHARLOTTE
STD. NO. I REV. LAND DEVELOPMENT STANDARDS
30.03A 1 8A CHARLOTTE_ INCLUDES CHARLOTTE ETJ
GENERAL NOTES -SEDIMENT BASINS
• CITY OF CHARLOTTE
STD. NO. REV.
LAND DEVELOPMENT STANDARDS
30.03E 15 1 CHARLOTTE_ INCLUDES CHARLOTTE ETJ
FLEXIBLE PIPE SLOPE DRAIN
4
STD. N0. REV. 8000C
30.04 -41
TEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"

•
AMININAtAPPROVAt 12/28/202
CHARLOTTEPROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
U BAN FOREST Y
TREE ORDINANCE
CDOT
NOTE: SCHEDULE PRE-CONST GNAMM ETING
AT LEAST 48 HRS. PRIOR -TO DROUND
DISTURBING ACTIVITY USING THE ON
1=1 I_I
FOR FOUND AT http://charlottenc.gov/Id '-III; IT1-1T1_ 1
Andrew Poindexter
Jeff Bock
incent Condon
Pa M oe
=III=III=III= -
III=III=III=III=III=III=III=' -
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III-III II-
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE- INCLUDES CHARLOTTE ETJ
WIRE FENCING
(IF APPLICABLE)
WOVEN FILTER FABRIC
II
IJ I I
I I
6' TYP.
2' MIN COMPACTED BERM
SILT FENCE
(SEE NOTE 2)
WIDTH AND DEPTH
OF DITCH TO BE DESIGNED
BY ENGINEER (18" MIN)
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
4' MAX
TEMPORARY S T D TCH
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WOVEN FILTER FABRIC
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I
I
STEEL POST
ILTER FABRIC
NCHOR SKIRT;
XCAVATE
TRENCH AND
COMPACT
BACKFILL
STEW ^^`r
WIRE FENCING
WOVEN FILTER FABRIC
0
N
GENERAL NOTES:
GENERAL NOTES:
1.
WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
PERIOD OF MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
MAINTENANCE NOTES:
3.
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
3. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
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 6 LINE
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
WIRES WITH 6" STAY SPACING.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
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.
ENVIRONMENTALLY SENSITIVE AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
6.
WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A 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
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM
EXISTING GRADE, PREPARED AND SEEDED.
BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
AREAS OF CONCENTRATED FLOW.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
STD. N0. REV. �
3 0.0 5 1 5 CHARLOTTE- INCLUDES CHARLOTTE ETJ
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
ELEVATION
GENERAL NOTES: MAINTENANCE NOTES: GENERAL NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR 1. SUPER SILT FENCE MAY BE USED IN CRITICAL AREAS IN LIEU OF DOUBLE ROW HIGH
TALLER THAN 18 INCHES. HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING HAZARD SILT FENCE.
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. INSTALL MINIMUM 2 INCH DIAMETER GALVANIZED STEEL POSTS, SIX FOOT LENGTH, SPACED
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING NO FURTHER THAN 10 FEET APART. DRIVE THE POSTS A MINIMUM OF 36"INTO THE
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 GROUND.
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO OR REMOVED IT.
BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING). 3. FASTEN 9 GAUGE OR HEAVIER GALVANIZED CHAIN LINK FENCE (2 3/8 INCH MAXIMUM
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OPENING) 42 INCHES IN HEIGHT SECURELY TO THE FENCE POSTS WITH WIRE TIES OR
3. POSTS SHALL BE NO MORE THAN 4 FEET APART. OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT HOG RINGS.
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE GRADE, PREPARED AND SEEDED. 4. WHERE ENDS OF THE GEOTEXTILE COME TOGETHER, THE ENDS SHALL BE OVERLAPPED BY
DIRECTION OF THE INSPECTOR. 6 INCHES, FOLDED, AND STAPLED TO PREVENT SEDIMENT BYPASS.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CF ARLOTTE. INCLUDES CHARLOTTE ETJ
GENERAL NOTES.-
1.
UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2-FOOT FLAP NCDOT #5 C
OF THE WIRE MESH UNDER THE WASHED
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
� WITH A HEIGHT OF 16 INCHES
0 AROUND THE WIRE, AND SMOOTH TO
0 AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE
N AREA HAS BEEN STABILIZED, REMOVE NCDOT #5
N ACCUMULATED SEDIMENT, AND WASHED
0 ESTABLISH FINAL GRADING
N ELEVATIONS.
\ 6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
i
C�
w
0
0
0
0
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
° CHARLOTTE- INCLUDES CHARLOTTE ETJ
EL IQ I I
S HT HENCE
OUTLET
4' MAX.
5. EXTEND BOTH ENDS OF THE SUPER SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET
UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM
GOING AROUND THE ENDS OF THE SUPER SILT FENCE.
6. WASHED STONE (#5 OR #57) STALL BE USED IN THE SILT FENCE TRENCH AND
COMPACTED.
7. ORANGE SAFETY FENCE IS REQUIRED WHEN GRADING IS ADJACENT TO SWIM BUFFERS,
STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS
RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
STD. N0. REV. �
3 0.0 6 C 15,) CPXJOTTE- INCLUDES CHARLOTTE ETJ
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF
FENCE.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A 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
• CITY OF CHARLOTTE
TEMPORARY S �T HENCE STD. N0. REV.j LAND DEVELOPMENT STANDARDS
30.06A 15 CHARLOTTE. INCLUDES CHARLOTTE ETJ
JINGS
CHAIN LINK FENCING
FILTER FABRIC
z
FLOW
M
ANCHOR SKIRT; EXCAVATE TRENCH AND
COMPACT STONE BACKFILL 4"
2" DIAMETER
STEEL POST
CROSS SECTION
8. DRAINAGE AREA CANNOT BE GREATER THAN '/a ACRE PER 100 FT OF FENCE.
9. SLOPE LENGTHS CANNOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. DO NOT INSTALL SUPER SILT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS
AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF
THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS
REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND
SEEDED.
NOT TO SCALE
SUPER SET FENCE
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED
TO 1/2 THE DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT AFTER EACH STORM EVENT
AND REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED
OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND
THE AREA STABILIZED WHEN THE DRAINAGE
BASIN HAS BEEN PROPERLY STABILIZED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE.
• CITY OF CHARLOTTE
�rn LAND DEVELOPMENT STANDARDS
STD. N0. REV. �
3 0.0 6 D 1 8 CHARLOTTE. INCLUDES CHARLOTTE ETJ
NOTES:
1. A STABILIZED 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 PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
2E CLOTH 4 ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE
SWEPT BACK ONSITE ON A NIGHTLY BASIS.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY
STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION.
7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
100' MIN.
PUBLIC STREET
8' MAX.
STEEL POST
WIRE FENCING
Z
� FILTER FABRIC
J c #5 OR #57 WASHED S E
E
Q
e
FLOW -
� 5
a i
N
F
8
ANCHOR SKIRT;
EXCAVATE
TRENCH AND
COMPACT
BACKFILL
PPRO ED FOR
ECKLENB LANNING RTMENT
2/01
BSI n
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT /OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
MAINTENANCE NOTES:
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
MOORESVILLE, NORTH CAROLINA28117
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
704.664.7029
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
ARCHITECT
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
CHARLOTTE, NORTH CAROLINA 28273
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
704.377.9799
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
H C H HAZARD
TEMPORARY SIT HENCE
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
NOT TO SCALE 704.527.1177
KEY MAP
STD. NO. REV.
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SECTION A -A REVISIONS
NO. DATE DESCRIPTION BY
NOT TO SCALE 1 11-23-21 PER STAFF COMMENTS MT
STONE INLET P ROTECTI O N
ANGLE IRON
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0 0 0 0 0 0 0 0 0 0
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NOT TO SCALE NOT TO SCALE NOT TO SCALE
HARDWARE CLOTH AND GRAVEL • CITY OF CHARLOTTE • CITY OF CHARLOTTE CONSTRUCTION ENTRANCE
STD. N0. REV. LAND DEVELOPMENT STANDARDS S TA B Z E D CONSTRUCTION ENTRANCE STD. N0. REV. LAND DEVELOPMENT STANDARDS STD. NO. REV.
INLET PROTECTION 3 0.0 9 1 CHARLOTTE- INCLUDES CHARLOTTE ETJ 30.1 1 A 1 5 CHARLOTTE_ INCLUDES CHARLOTTE ETJ TIRE WASH 30.1 1 B 15
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
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ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

- FINAL APPROVAL 12/28/2022
CIIAI�LOTTE_ PROJECT NUMBER: SDRMF'2021 -0004E0 INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN
FORESTRY
TREE
ORDINANCE GRATE
COT
77777777 i
NOTE: SCHE[J€AL11P tE-C
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AT LEAST 48 HRS. PRIOR
TO A
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FORM FOUND AT http://
ha�sfotte
C. V
SECTION
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
THE
Andrew Poind,�ISHALLEBEI REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASISAT ANY
Jeff Bock 6. FLTER(BOGSBMAYORE BE INSTALL D IINTHN HALFFULL EXISTNG CITYI OR NCDOT ROADS
00 D AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
1
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trick Monroe
1 " REBAR FOR BAG
REMOVAL FROM INLET
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• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
01APtWfTE. INCLUDES CHARLOTTE ETJ
24" MIN.
O
9.00"
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0.50"
1.00"
6.00"
1.00"
FILTER E
DUMP LC
CATCH BASIN -
INSTALLATION
DEFLECTOR REQUIRED WHEN USED ON
EXISTING MAINTAINED STREETS.
DEFLECTOR SHALL BE PLACED SUCH THAT
IT WILL NOT COMPLETELY OBSTRUCT STORM
WATER FLOW FROM ENTERING VIA THE CURB
OPENING. ENSURE NO MORE THAN 25% OF
CURB OPENING IS OBSTRUCTED.
)UTLET
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25% GENERAL NOTES:
OF SURFACE AREA
<\ 1. DRIVE 5' STEEL POST AT LEAST
-OUTLET ZONE 25% 24" INTO SOLID GROUND.
OF SURFACE AREA
2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO F� TO THEACH THE WIRE FENCE. FABRIC
v / X
1 3. MINIMUM BAFFLE SPACING IS 10'.
FLU X 4. THE FLOOR OF THE BASIN IN
° o \ THE OUTLET ZONE AND BERMS
o SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
/ i a IS CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
Rry X #6.65 FOR ADDITIONAL
l / BERtij SPECIFIATIONS.
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4'-0" MAX. SPACING X - X
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700 g/m2 5' STEEL POST
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OR EQUIVALENT
FLOW o
I
8" X 6" TRENCH "
BACKFILL AND COMPACT
FENCE AND FABRIC
BURIED IN TRENCH
III -I -III= I
NOT TO SCALE
• CITY OF CHARLOTTE
CATCH B A S H N L E T P R O T E C T O N STD. N0. REV.j LAND DEVELOPMENT STANDARDS
3 0.15 13 A U-It MTTE. INCLUDES CHARLOTTE ETJ
GREEN
NOTES:
0.25" 1. STREET NAME MARKERS (SNM) SHALL BE ALUMINUM, FLAT, AND HAVE DIMENSIONS AS SHOWN ON
THIS DETAIL. MIMIMUM LENGTH OF 24"; MAXIMUM LENGTH OF 60". THE SNM'S SHALL BE
COVERED WITH WHITE HIGH INTENSITY PRISMATIC (HIP) RETRO-REFLECTIVE SHEETING (3M SERIES
1.50" 3930 OR EQUIVALENT) WITH PRESSURE SENSITIVE ADHESIVE (OR EQUIVALENT TYPE IV OR HIGHER).
0 0 2. THE LETTERS SHALL BE REVERSE CUT FROM TRANSPARENT GREEN OVERLAY FILM (3M #1177 EC
0.25" FILM OR EQUIVALENT MEETING FEDERAL SPECIFICATION FP-96, SECTION 178.01(A) AND ASTM
D4956). THE TRANSPARENT GREEN OVERLAY FILM MUST BE PLACED ON THE SNM TO PROVIDE
AN EXPOSED 0.5" BORDER OF THE UNDERLAY WHITE HIP RETRO-REFLECTIVE SHEETING.
WHITE TO.50" BLACK 3. THE STREET NAME SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 6" IN HEIGHT AND
YELLOW CORRESPONDING LOWER CASE LETTERS 4.5" IN HEIGHT, IN FHWA "HIGHWAY B" FONT. THE
STREET NAME SHALL BE LEFT -JUSTIFIED AND PLACED 0 5" FROM THE SIGN BORDER ANY
vk�
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a L a OUTLET
00o Oo
STREET NAME WITH 3 OR FEWER LETTERS SHALL BE CENTERED IN THE SIGN TEXT AREA.
2.00"
• PREFIX/SUFFIX NAMES SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 3" IN HEIGHT
2.00' AND CORRESPONDING LOWER CASE LETTERS 2.25" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
• BLOCK NUMBERS SHALL BE 3" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
• SUFFIX NAMES AND BLOCK NUMBERS SHALL BE RIGHT -JUSTIFIED AND PLACED 0.5" FROM
3.00" - f~ THE RIGHT -SIDE SIGN BORDER AND 0.25" FROM THE TOP AND BOTTOM SIGN BORDERS.
0.50" PREFIX LETTERS (N, S, E, AND W) SHALL BE CENTERED AND PLACED 0.5" FROM THE
LEFT SIDE SIGN BORDER W1TH 2 5" SPACING TO BEGINNING OF STREET NAME
O
QP-tBORDER
0 0
vt
4. SUPPLEMENTAL SNM WORDING ON YELLOW HIP RETRO-REFLECTIVE SHEETING WITH BLACK VINYL
LETTERS SHALL BE PLACED ADJACENT TO THE GREEN OVERLAY FILM/BORDER TO INDICATE
3.00 4.00" STREETS THAT DEAD END, HAVE NO OUTLET, ETC. OR ARE PRIVATE STREETS (PVT). THE YELLOW
HIP RETRO-REFLECTIVE SHEETING MUST BE PLACED ON THE SNM TO MAINTAIN AN EXPOSED 0.5"
OF THE UNDERLAY WHITE HIP RETRO-REFLECTIVE SHEETING.
NO 01 ITI FT IAATH ARR/1\AI /RIGHT /1R I FFT1 - RI Af m rw CNAA AT FNTR ANIPF Tr)A CTRFFT
OR STREET NETWORK FROM WHICH THERE IS NO OTHER EXIT. USE UPPER CASE LETTERS 2"
2 50" 2.50" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
• PVT - PLACED ON SNM AT ENTRANCE TO PRIVATE STREET, USE UPPER CASE LETTER 4" IN
}
O
O 0 Q
DEAD
END
HEIGHT AND CORRESPONDING LOWER CASE LETTERS 3" IN HEIGHT, IN FHWA "HIGHWAY C"
I 2.00 FONT.
DEAD 2.00 STREETNTDHATTTERM (RIGHT ORSNM
SAC. ATENTRANCE
DEAD LEFT)
END PLACED
UPPER CASE NALETTERS 2"
IN HEIGHT, IN FHWA "HIGHWAY C" FONT. IF STUB STREET IS LESS THAN OR EQUAL TO 200
FEET, THEN DEAD END IS NOT NECESSARY.
3.00" 5. ALL SNMs ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF THE CHARLOTTE DEPARTMENT
N 0 T TO SCALE OF TRANSPORTATION AND THE CITY ENGINEER.
5/8" DIA. x POST BOLT
4 1 1 /4" SPLICE BOLT
4 REQUIRED
TERMINAL
SECTIONI A.
POST
NOT TO SCALE
SIGN
O
� N
080"
(THICKNESS)
KEY TO FASTENERS:
O#10-24 x 4" HEX HEAD MACHINE, ZINC- DEAD END
#10-24 FLANGE NUT, ZINC- DEAD END
©16 #16 X 3" CARRIAGE BOLT, ZINC
j„ #16 HEX NUT, STEEL
© 15 #16 X 2-4" CORNER BOLT (BREAKAWAY), ZINC
#16 HEX NUT, STEEL
NOTES:
1. POST SHALL BE 14-GAUGE GALVANIZED
STEEL, QUIK-PUNCH, 119 HOLES, 1 " ON
CENTER, ALIGNED ON ALL SIDES, AND 2"
SQUARE, 10 FEET IN LENGTH.
2. THE SLEEVE SHALL BE 12-GAUGE
GALVANIZED STEEL, 116 HOLES, 1 " ON
CENTER, ALIGNED ON ALL SIDES, AND 2.25"
SQUARE, 30" IN LENGTH.
3. ALL STREET NAME SIGNS ARE SUBJECT TO
THE APPROVAL OF THE DIRECTOR OF THE
CHARLOTTE DEPARTMENT OF
TRANSPORTATION AND THE CITY ENGINEER.
POST
14 GAUGE
N
co N
N
SQUARE -FIT SLEEVE
(12 GAUGE)
STREET NAME SIGN
POST INSTALLATION
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PPROVED FOR
ECKLENBLM(WLANNING WWRTMENT
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master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
0
O
O
6242 PLEASANT GROVE LLC
O
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6711 LARRISA CT
0
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CHARLOTTE, NORTH CAROLINA 28226
0
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980.444.6510
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SURVEYOR
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2" OVERLAP }
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MOORESVILLE, NORTH CAROLINA28117
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704.664.7029
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ARCHITECT
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STUDIO FUSION
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3800 ARCO CORPORATE DR, SUITE 125
00
00
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
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GEOTECHNICAL ENGINEER
• CITY OF CHARLOTTE
BAFFLE INSTALLATION srD No REv (, LAND DEVELOPMENT STANDARDS STREET NAME S G N
30.19 15 CtLUU TTE- INCLUDES CHARLOTTE ETJ
NOTES: OM4-3
5/16" 1. WHEN A DEAD-END OR STUBBED STREET REQUIRES A
3/16" GUARDRAIL SECTION, END -OF -ROADWAY MARKER SIGNS
(OM4-3, 24"x24", SOLID RED) SHALL BE PROVIDED.
t s/ts" PROPERTY
I 2. SIGNS ARE TO BE PLACED BEHIND THE BARRICADE (SEE LINE
Hf1 1/4"�{� DETAILS 50.07A-B), EVENLY SPACED WITH ONE SIGN PLACED
MAX.L SPLICE BOLT 5/8" NC-2 LT AT THE CENTERLINE LOCATION AND ADDITIONAL SIGNS AT 6'
DETAIL FOR P OFOST BoBOLT O.C. (MINIMUM OF 3 SIGNS, MAXIMUM OF 5 SIGNS).
PLAN
12 1/2 3. WHEN BARRICADE IS USED ON A STREET STUB, THE SIGN AT
4 1 /, F-2
1 /4" 15/16" DIA. x
BEAM TYPE GUARD RAIL 2"� r" 1/16" DEEP RECESS �s/8" THE CENTERLINE SHALL BE SUPPLEMENTED WITH A STREET
CONNECTIVITY SIGN. SEE DETAIL 50.08C.
4. ALL SIGNS/MARKERS SHALL MEET OR EXCEED MUTCD
STANDARDS FOR RETROREFLECTIVITY.
N DETAIL OF NUT
MAX. 12'-6" CENTER TO CENTER OF POSTS POST
CROSS
TYPICAL ELEVATION 1A. HOLE
MIN. SECTION
y4" HOLE OF POST
T ������llllll1� (2 LB./FT.)
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13/16" MIN.
2 5/16"
sse DIA. HOLE
12" DIA. HOLE
EDGE OF PAVEMENT 3 1/4"
F�
NEUTRAL AXIS
TO BE FILLED
WITH CONC.
GROUND
1 1 /8"
3/4" x 2 1/2" POST
7HU
7-:,
DEAD-END STREET BARRICADE
BOLT SLOTz
3 1/4"�s
ss SPLICE BOLT
SLOT
i::T4
n
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NOTE 2 5 1
/
29/32" x t 1/8"
6"
THIS DETAIL IS NOT A GUARDRAIL DETAIL. FOR
ROADSIDE GUARDRAIL, SEE NCDOT STANDARD
DRAWINGS 862.01-862.03
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
STD. NO. REV.
STREET NAME S G N�
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARIATTE.
INCLUDES CHARLOTTE ETJ
5 0.0 5 B 9
CHARLOTTE.
INCLUDES CHARLOTTE ETJ
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• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
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RADIUS (TYP.)
1 /4" INSIDE RADIUS (TYP.)
1 /2" WIDE
WHITE BORDER
SPLICE BOLT SLOT
-HRU RAIL ELEMENT DETAIL OF POST
APPROVED DATE
NOT TO SCALE
DEAD END STREET BARRICADE
FUTURE DEVELOPMENT
LARD RAIL
WILL EXTEND
L GREEN
JARD RAIL CLAMP (TYPICAL) BACKGROUND 7
2" (TYP.)
WHITE TEXT (TYP.)
END OF ROADWAY MARKER
GUARD RAIL CLAMP INSTALLATION
50.07A
12"
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CHARLOTTE- INCLUDES CHARLOTTE ETJ
PRE -MOLDED 1 �2" EXP. JOINT MATERIAL TYP.
WHERE CURB A UTTS CONC. PVM T.
6" 1'-0"
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CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
NOT TO SCALE 704.527.1177
KEY MAP
50.05A1 9
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
NOT TO SCALE 1 11-23-21 PER STAFF COMMENTS MT
STANDARD PROCTOR. 1. STEEL TROWEL FINISH EXPOSED
SURFACES.
24" - 2. PRE-CUT EXP JT MATERIAL TO BE USED
NOTES: AT ALL EXPANSION JOINTS.
1. SIGN SHALL MEET OR EXCEED MUTCD STANDARDS FOR RETROREFLECTIVITY 3. DUMMY JOINTS AT 10 O.C.
2. SIGN MATERIAL SHALL BE 0.080" THICK ALUMINUM 4. EXPANSION JOINTS 30' O.C. MAX, AT
3. ALL LETTERS SHALL BE SERIES B-2000 FROM THE 2004 STANDARD HIGHWAY ENDS OF RADII AND AT 5 FROM INLET
SIGNS MANUAL (AND ANY REVISION THERETO) PUBLISHED BY THE FEDERAL STRUCTURES
NOT TO SCALE HIGHWAY ADMINISTRATION. NOT TO SCALE 5. 3600 PSI CONCRETE 28D STRENGTH.
6. APPLY TACK COAT WHERE ASPHALT
• CITY OF CHARLOTTE STREET CONNECTV TY S G N PAVING ABUTS CONCRETE.
LAND DEVELOPMENT STANDARDS
STD. N0. REV. F O R END -OF -ROAD B A R R C A D E STD. REV.
5 0.0 8 B 4 C1 18" CURB AND INVERTED GUTTER
�IARLOTTE_ INCLUDES CHARLOTTE ETJ 5 0.08 8 C 4
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
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COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
FINAL APPROVAL 12/28/2022
1w' To 200, BE co
PROJECT NUMBER: SDRMF-2021-00048
To E LAN
WAD Qa
CHARLOTTE. 4j. X ,B?°X ;�" 4B!"'�% 48` (�
TYPICAL STREET GRADE
@ LOW POINT PER PROFILE.
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PCS / DETENTION / DRAINAGE PLAN
E OSION CONTROL
U
BAN FORESTRY
TREE
DRDINANCE
C
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NOT SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
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1- REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING. 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER. Q } '
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EOP) CONES MAY NOT BE REQUIRED
UPSTREAM SIDE OF TRAFFIC. ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG ,� Q
3- REMOVE LANE CLOSURES PA%jNST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE THE WORK AREA I� USING A PILOT CAR. _ Tr
DOWNSTREAM SIDE OF TRAFFIC. 3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. M O
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES 4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF J IL
THE POSTED SPEED LIMIT. THE PILOT VEHICLE. �r
5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS 5- DO NOT INSTALL MORE THAN ONE (1 MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNING Z W z
PROVIDED TO THE FLAGGER (REFER TO STD. 1101.11 SHEET 2). OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE. W
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. 6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF J
p SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS. r
7 DRUMS OR FORMSKINNY DRUMEREQUIREMENTS CONES. REFER TO ROADWAY STANDARD C14 NOTE: OPTIONAL AS NEEDED
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. LEGEND PER FIELD CONDITION
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED f FLAGGER
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND RECOMMEND THE USE OF LAW
ENFORCEMENT. A CONE
9- REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. p PORTABLE SIGN 15 1 OF
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR .« DIRECTION OF TRAFFIC FLOW 1 1 SHEET T 1 F 1 5
AS DIRECTED BY THE ENGINEER.
1
TOP OF FILL
TOP OF FILL
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1--I
CLENERAL NOTES:
AS D-RECTED BY THE ENGINEER.
I.D. = THE MMIMA HORIZONTAL IXSICE DIMENSION.
® APPROVED BACKFILL OR SELECT BACKFILL MATERIAL. MIEN 'II' IS GREATER THAY 31Y,
z
WE SELECT MATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS:
w
O.D. THE Ma}fIMJI HORIZONTAL OUTSIDE DIYENSIOM.
rF,rJ=Nr _+ L■DTSTURED EARTH MATERIAL
W
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
SELECT MATERIAL
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
CLASS I'J OVER 50 FEET
OF THE EIBAI■aENT AT THAT POINT.
CLASS III OVER 40 FEET TLCRCNIGHI 50 FEET
CLASS II OVER 30 FEET THROUGH 40 FEET
THE CLASS OF SELECT NATERIAL USED FOR AN [NDIVIDILAL PIPE INSTALLATION IS
BASED ON THE MAXIMUM H' WHICH OCCURS ALONG THE PIPE INSTALLATION. A HIGHER CLAMS
��--.-.�.�.-�•LOOSELY PLACED APPROVED SUITABLE LOCAL MATERIAL OR
SELECT WLTERIAL SELECT MATERIAL, NOT TO EXCEED CLASS IV, MAY BE IRSED IN LIEU OF CLASS II OR III.
FOR FCR■IQATIOM COIDIT[DRING AS DIRECTED B'Y 71E ENGINEER.
(STONE SELECT MATERIAL WILL NUT BE REOUIREO AROLRID THDSE PDITTIONS OF Al! HWFIVIDU L
NULL NOT BE ALLOWED]
PIPE INSTALLAT-ION LOCATED UNDER THAT PART OF THE FILL WHERE YP IS 30 FEET OR LESS
SHEET
1 DF 1
DD NOT OPERATE HEAVY EWIPSM OVER AW PIPE CULVERT UNTIL THE PIPE CULVERT HAS
/�
BEEN PROPERLY BACKFILLED Ali? COVERED WITH AT LEA= S FEET OF APPROVED MATEIA RL.
300
. 0i 1
43" NOTE: USE TYPE "E" "F" AND "G" GRATE
UNLESS OTHERWISE NOTED.
PLAN
FRAME,GRATE, & HOOD ASS'Y
SECTION - AA
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ALIGN FRAME WITH INSIDE
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10&ME 90" TO 35 WIPE I LLrE0
RISER HT.
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DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
12" MIN.
SPACING TYP.*
KEY ANCHOR MATERIAL
AT TOP OF SLOPE
e GENERAL NOTES:
` 1I1 1. LAY BLANKETS LOOSELY AND
` STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
/ DO NOT STRETCH.
2. *DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
6" REQUIREMENTS THAT MUST BE
OVERLAP MET.
IN SLICE 3. SLOPE SURFACE SHALL BE FREE
OF ROCKS, SOIL CLODS, STICKS, GRASS. N KETS SHALL
HAVEGOOD SOILCO TACT.
` 4. DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
_ OUTFALL MATTING SPECIFICATIONS,
/ = WATER TABLE PLEASE REFER TO NCESCPDM
/ STANDARD #6.17 AND
j/ MANUFACTURER'S GUIDELINES.
/
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
NOT TO SCALE
EMBANKMENT MATTING DETAIL
GENERAL NOTES:
USE CLASS "B" CONCRETE THRDLKaCLIT_
PROVIDE ALL CATCH 6MINE OVER W-G" IN DEPTH WITH 3TEP6 12-
ON CE 10, U8P Steps WHrCH C4MPLr TIFtH STD- ORATfJNb 340-eG-
OPTIONAL CO"TRUCTION - MONIOLITIMITr POUR, P" KF!MW, OR #4 BAR Dp■EL& AT
12'W CENTER8 AS OIAECTED BT FHE EVOLNEER.
UBE FOOM FOR TkE CONSTMX TION OF THE BOTTOM SLAB,
IF REINFORCED DOWRETE PIPE IS SET IN 807TOM SLAB pF BOX, ADD TO SLAB
AS SHOW ON STD. k9. 0 U,00.
USE TYPE 'E", -F" Aim "a' GRADES UNLESS OTHERWISE LNDICA7E0_
FOR B'-{]- IN HEIGHT OR LESS USE8" WALLS AM BOTTOM SLAB. OVER
8'.4}" TO 16'.0- IN HEIGHT USE B" MALLS AND IW1101t SLAB, AAI413T
OLUN FTI-ES OiDWROINGLY_
CONSTRUCT 01111 PIPE CRO" M4T'C1 DA-
OHAIIFER ALL EXPOSED CORNERS 1
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T E~- I P
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INHERE 30" TO 36" PIPE IS USED
SEE NaTF
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DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" TYPE "E" TYPE "F"
LMA
WATER FLOW SAG WATER FLOW
- - - - - - - - - - - - - - - - - - - - - - -
WATER FLOW - SAG WATER FLOW f
111111
TYPE "F" TYPE "E" TYPE "G"
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6" HIGH
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PLAN
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PROVIDE MIN. 0.5% SLOPE ALONG CURB LINE TO
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L- J
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SECTION R-R DOML
JECKL�ENBLANNING RTMENT
14 2/01 q3:6 s I n
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
NOT TO SCALE CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
EXPANSION JOINTS
4' _63 4' 6'
STID. 640.00i FRA1/E,
GRATE & HDOD
* / l
\1 NEI
_0„
PLAN
CURB AND CUTTER 74ITH CATCH BASIN OF STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION WOINT
GRADES 2- ALADD6.
ER ND
DEPRESSED GUTTER LINE
EXPANSION DINT I I a 1
.y .y.
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORYAi GLITTER LAN€
EXPANSION JOIN
TGP
USE ON GRADES VER 2'AI ELEV.
10" DEPRESSED GLTTE!i LINE
EXPANSION JOINT MAX.
1'-0" .,,
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MIAMI■ D]]iIII IONS AM ONAWMIFS FOR CONCRETE CATCH SASIN RASED 0R MIN. HEIGNTT, H, WITH NO RISER •
DIYENSIOSS OF
SOX AND PIPE
COVER
OIYE7ISION
1 C3.Y05. C%C. IN a"
DIDUCTIONS
ONE PIPE
C.Y.R.C.
PIPE
SPAN
WIDTH
WI"
SPAN
MIN. HEIGHT
BARS-U
ND. LENGTH
BARS-V
Na. LENGTH
BARS-W
NO. ENGT11
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
�T•ODIX_
..R
0
A
B
C
0
H
E
F
12
3'-O'
2'-2'
15'
9'-O'
2'-2"
0.235
D,1929
0.023
0.036
111'
3'-D'
2'-2"
3'-3"
0.235
O.687
D.CI33
0.049
24'
3'-O'
2'-2"
3'-9"
0.235
1.001
D.059
0.086
30'
V-O'
2'-2"
3'-4"
4'-3'
V-2'
4'-0'1
4
it-5'
2
3'-9"
3
3'-8"
39
0.123
D.321
1.433
0.092
0.127
3&"
I 3'-O"
1 2'-2"
3'-10'
4r-$"
1'-B'
4'-0"
4
1'-11"
3
W-9'
3
S'-9"
43
0.161
0.358
1.714
0.132
0.178
d2"2'-2"
4'-5"
5-3'
2'-11"
32
0.112
0.319
1.738
0.19D
0.243
4B'
3`•O'
2'-2"
5'-0'
S`-9
2'•0
3'-2"
4
2'•3'
3
2'•11
3
2 •11'
35
0 145
O 352
3 052
0.236
0.317
5#'
9'-O'
2`-2"
S'-7"
E'-3"
2'-7'
3'-2"
4
2'-10"
5
2'-11"
3
2'-11'
41
1:[.1B0
0.33
1
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840.19 FRAME -
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6 2.387 0.297 0,401
* RISER HAS .228 CUBIC YARDS OF COhMRETE PER FOOT HEIGHT
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9
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CDS
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W # � LL ••
USE FORM% FOR THF. GDN$TMX7k PN OF THE $OTTOM SLAB.
r 0 1M p
IF REINFORCED CDNCRErE PIPE IS SIT IN BOTTOM SCAR OF BOX, A00 TO SLJLB
F-
AS 5HX IW ON 570. NO. 540.00
W
Cn�LL J
Gft5TRLIGT WITH PIPE GRUNK3 NATGHIN,3.
<
8EE STANDARD DRAW[!,+& 84OL25 FOR ATTAC#NrE47 OF FRPM5 AM GRATES NOT SHOWN.
;Z F-4 EC
IFLSTALL 2" WEEPr41LE$ AS DIRECTED BY rHE ENGINEER.
>
I- i
TKSTALL S'DNE DRAINS, OF A NLNIDIMI OF i G11@IG FOP OF NO 7RM 3TONE IN A
W O
YOROU5 FABRI-0i 6AG OR VW , .AT ERG" WEEP HOLF OR A8 DIRECTFO BY THE ENGINEER,
W' f:1
D MFER ALL EA SED CORNEAS I'_
ORMiINO NOT TO, SCALE_
4
MAX. PTPE TUTS STVa - IV M
SECTION Y-Y
OIMENSIOAS AND QUANTITIEB FOR
DROP INLFT(B6ti9ED ON YIN. HEIGiT H
D(IiEN1 1014S UT BOX 8 PIPF
01-MIC YARD$
.0"C. iH 9Gk
DEdJOTIONS FOR
ORE PIPE
FJVE
SPAN
WIDT1
MIN_ HEIGHT
D
A
B
H
BOTTOM
$L;s
WALL PEfl
FT. HT.
+`
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MLLM-
C_Y_
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9'-D"
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0.222
0.222
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fl.013
11.026
15"
2'-3'
O,91E
0,023
0.03E
Is.
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4.703
D-083
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24'
3'-O"
O.61f
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0,096
30"
3''O"
2'-0"
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0.222
0,222
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D,4D2
0-127
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840.
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS MT
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
\\\\\\\\\\� IIIC IAIIIIIIO����//i
'
as SEAL r_
030523
N
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G0
IIII\\
10-�i-2022
SCALE
AS INDICATED
DRAWING
SITE DETAILS
C8m03
COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"

0
•
CFWiLOTTE.
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
IDEWALK OR
VTING STRIP
An d reWSTP,o'
ELEVATION °
MAX 1'
Jeff BockC.
2" COVER
VinceirmRondc
STEP DETAIL -
�M 20,12 OR
PatrickDIM`d"n-roe
BASIN DETAIL J
PER NCDOT
8"
NOTES:
1. PRIOR APPROVAL FROM THE CITY
ENGINEER IS REQUIRED FOR USE.
2. THIS STRUCTURE IS TO ONLY BE USED
ON CITY MAINTAINED STREETS AND ONLY
ON NCDOT-MAINTAINED STREETS WITH
SPECIAL NCDOT PERMISSION.
3. SEE NCDOT DETAIL 840.01 FOR MAXIMUM
PIPE SIZE ALLOWABLE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
STD. MANHOLE STD. FRAME, GRATE
FRAME AND COVER / / AND HOOD
e r NCDOT 840.54 /
m .. SEE
a° .'„
APPROPRIATE
ROADWAY
,< SECTION
e
8" CLEAR, 2 COVER
SLOPE 1"/FT.
JEgll
2" KEY MIN. o ° 8" CONC.
TP a n
I
#5 REBAR @ 8" CENTERS
BOTH WAYS
SELECT BACKFILL OR
SUITABLE STRUCTURAL FILL
24" LONG
#4 REBAR 12" MINIMUM COVER OR AS
DOWELS AT SPECIFIED BY UTILITY COMPANY.
6" CENTERS
EXISTING UTILITY LINE
,o
4 0 8' MAX.
OFFSET CATCH BASIN
FOR USE W/ EXISTING UTILITY CONFLICT
OFFSET CATCH BASIN
MIN. 6' FREEBOARD
DESIGN STORM WSEL
IIII-1-------------
3
_-III
I�=III-III
REQUIRED HEAD (H) INVERT ELEVATION OF OPEN THROAT YARD INLET
1 (OR TOP OF GRATE IF GRATE -TOP INLET USED)
THE TOP OF BERM CONTOUR IS
I- SHOWN AND LABELED ON PLAN.
I I
NOT TO SCALE -�
• CITY OF CHARLOTTE
sro. No. REV.�! LAND DEVELOPMENT STANDARDS
20.34 19 CHARLOTTE. INCLUDES CHARLOTTE ETJ
0
TRAILING
Structure #:
Drainage
Area (ac)
Opening
Invert Elev
Head
H
(FT)
Top of
Berm Elev.
Freeboard
1-1
0.30
778.00
0.17
779.00
0.83
2-5
0.20
773.00
0.13
774.00
0.87
3-1
3.70
778.00
0.76
779.00
0.24
GRADING AT YARD/DROP INLET
NOT TO SCALE
STD. NO. I REV.
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VARIABLE Z
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PLAN VIEW
END TREATMENT DIMENSIONS
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GENERAL NOTES:
040WER ALL EXPOSED CORNERS i'.
USE CLASS "S' CONCRETE TFp LeFOLM.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
94 BAR OWLS AT 12" CENTERS AS OIRECrTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REIRFMCED CONCRETE PIPE IS SET IN BASE SOB OF BOX,
AM TO BASE AS SWON ON STANDARD No. 640.00.
PROVIDE ALL JUNCTION BOXES OVER T-9" IN DEPTH WITH STEPS
12' ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE A" BRICK W,"RY OUrVFTITIES
TO INCLUDE- THE ADDITION OF TFW MAN14DLE (I.E. DTAGONAL BARS
SHORTENED AR"D OPENING IN TOP SLAB, ADOITIDNAL VARIABLE
HEIGHT BRICK MASMY, OPENING IN TOP SLAB.;
MAX. DEPTH OF TRIS STRUCTURE FROM TOP OF 30"M SLAB TO TOP
ELEVATION IS 12 FEET.
04 3+4R
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DOWEL
EIIMEMSIONS AND BUA)ITITIES FOR CONCRETE JUKTIOY BORES
DIYEN5IDN5 OF Ii0% AND PIPE
REINFORCEMENT
BARS "A'
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX An SLABS
DEDUCTIONS WR 111E
PIPE CU.YCB.
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WIDTH
HEIGHT
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0.167
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51-0"
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0.463
0.463
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0.235
0.317
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4,283
0.297
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7'-6"
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4.481
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0.367
0.495
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7'-1"
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0.5181
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SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
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TOP OF COVER
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MINIMUM WEIGHTS LBS.
FRAME - 180
COVER - 120
TOTAL - 300
MOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL,
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, DR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE DONTRACTOR HAS FURNISHED
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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F
PPROTED FOR
ECKLENB LANNING IRTMENT
12/01 (8t S I n
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
A 77n ln^ A
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS MT
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
\\\\\\\\\\ 111C IAI IIRO,,XZ//i
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as SEAL
030523
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10-�i-2022
SCALE
AS INDICATED
DRAWING
SITE DETAILS
C8m04
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT @ 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
CHARLOTTE
FINAL APPROVAL 12/28/2022
PROJECT NUMBER
SDRMF-2021-00048
PPROTED FOR
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
U
w
0
00
0
0
N
0
EL
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the 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 Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied 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 methods such as concrete, asphalt or
retaining walls
• 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 NC DWR 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 NC DWR 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.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
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.
PORTABLE TOILETS
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.
EARTHEN STOCKPILE MANAGEMENT
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.
' r NORTH CAROLINA
4g0) Environmental Quality
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOW GRADE, W6MLIT STRl1CTl1RE AHGVE GRAVE W8MUT STRUCTURE
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 inlet(s) 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, sand bags 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.
HERBICIDES, PESTICIDES AND RODENTICIDES
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
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
of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect (during normal
Inspection records must Include:
business hours
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained 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 cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the Inspection,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, Floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible Increased turbidity from the construction
or oftsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event> 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (21(a) of this permit
of this permit.
(6) Ground After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
'r'r NORTH CAROLINA
Environmental Quality
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 documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy
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 Plan. E&SC Measure shown on the approved E&SC
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 copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency 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 30 days. 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
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.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
EFFECTIVE: 04/01 / 19
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 or wetland.
(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).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the 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 303(d) list as impaired for sediment -
related causes, the permittee 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.
(b) 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(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance • Within 24 hours, an oral or electronic notification.
with the conditions • Within 7 calendar 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 and times, and if the noncompliance has not
health or the been corrected, the anticipated time noncompliance is expected to
environment[40 continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
I NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
ECKLENBLM(WLANNING WWRTMENT
2/01 /■022
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
7FnA 77n 1n^A ..-.-.._I._.-_I__ -.-
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01 /2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
1 11-23-21 PER STAFF COMMENTS MT
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
\\\\\\\\ IIIC IAI I IRINO�
as SEAL
030523
SCALE
U U U
AS INDICATED
DRAWING
SITE DETAILS
C8m05
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
ORIGINAL SHEET SIZE: 24" X 36"

- -
MFINAL APPROVAL 2/ 8/2
I
CHARMTTE_ PROJECT NUMB R:I I�
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTRO( I I
URBAN FORESTRY I
TREE ORDINANCE
C OT I
11
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L ST 48 HRS. PRIOR TO ANY LAND III
I
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DIST RBING ACTIVITY USING THE ONLINE
FOR FOUND AT http://charlottenc.gov/ld I
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EXIST. CLT WATER 8" S.S. I
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CLT WATER FILE NO.: 262-44 -t
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T,S & VTO VALVE PER DETAIL" M" a PROPERTY LINE � EXIST. TREES
PROP. 3" COMPOUND PROP. 8" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY INSTALLED ABOVE -GROUND PROP. PVT ± 350' - 3/4" SCH 40
PROP. 8", 3", 1.5" WL UNDER / DOMESTIC METER, PER WITHIN INSULATED ENCLOSURE PER CLT WATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN PVC WATER SERVICE
STORM: ± 1' - 6" MIN. SEPARATION
CLT WATER STD. DTL. " E ". PORT(S) FOR DISCHARGE PER CLT WATER REQUIREMENTS. SEE DTL # 2 ON SHEET # C9.02 ASTM D1785 STANDARDS
20' - 3" DIP SLEEVE FOR 1.5" IRRIG. LINE (n SEE DETAIL SHT. C9.02
PROP. 3" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY INSTALLED ABOVE -GROUND
GRIND ELEV : ± 787.8 I m m I,I EXIST. CLT WATER 12" WL WITHIN INSULATED ENCLOSURE PER CLT WATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN /
STORM BOTT : ± 782.3 D x x N I CLT WATER JOB NO.: 635.33 � PORT(S) FOR DISCHARGE PER CLT WATER REQUIREMENTS. SEE DTL # 2 ON SHEET # C9.02 /
WL TOP: ± 780.8 I0 00 T, N / AS -BUILT DATED: 11 / 23 / 1987 # 6230
8" & 3" WATER MAINS TO BE RJ DIP D < = G� / /
< o < ° F r JEFFREY SCHRADER PROP. 1 - 1/2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY INSTALLED ABOVE -GROUND
# 6239 ID 4* o I PID 0�316217 WITHIN INSULATED ENCLOSURE PER CLT WATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN ,
DENNY DALE, JR Ir o-, **' I I R-3 SINGLE FAMILY PORT(S) FOR DISCHARGE PER CLT WATER REQUIREMENTS. SEE DTL # 1 ON SHEET # C9.02
PID 03519563 imG) Lnm '* Ln W I I I I L I
z o 1+ 00 HYDRANT FLOW TEST PERFORMED 7-19-2022: BACKFLOW PREVENTION ASSEMBLY NOTES:
1+ Ln
# 1325
WORTH SEARCY
PID 03316210
R-3 SINGLE FAMILY
CHARLOTTE WATER NOTES :
�`�
/I f
/� I
/ I
/ I
/ I %
/` SITE'':
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UTILITY LEGEND SYMBOL
EX. RIGHT OF WAY
ASPHALT (PROFILE)
1 v
RIGHT OF WAY
BUILDING
Z
CREEK, DITCH OR BRANCH
-__�-__ ------
RIP RAP APRON
CURB &GUTTER -----
EDGE OF ROADWAY
---------
50' UNDISTURBED PCSO BUFFER
EXISTING FIRE HYDRANT
0
EXISTING WATER VALVE
IXI
15' LANDSCAPE BUFFER
EXISTING WATER MAIN
w
EXISTING C/L SANITARY SEWER
ss N8900000^w
EX. TREE CANOPY TO REMAIN
26.60
EXIST. SAN. SEWER MANHOLE STRUCTURE
1,--1EX.
CONTOUR
EXISTING GAS MAIN
D
EXISTING GAS SERVICE
DS
CONTOUR
FENCE (LABEL TYPE)
x WOOD
STORM PIPE
GAS VALVE
GROUND PROFILE
- - - - - -
CURB INLET
MARSH POND WETLAND OR LAKE
--AL_ _,IUr
STORM MANHOLE
OVERHEAD ELECTRIC
OE
FLARED END SECTION
POWER POLE GUY WIRE
/
r nc _ r
��
EITHER OR
PROPERTY LINE
- -
DROP INLET
PROPOSED FIRE HYDRANT
PROP. WATER OR SAN. SEWER EASEMENT
- - - - -
PROP. WATER VALVE
H
PROPOSED C/ LSANITARYSEWER
N89 00'00"E
26.80'
PROP. SAN. SEWER MANHOLE STRUCTURE
ROAD/STREET R/W
R/W
SIDEWALK
SW
STREET SIGN (LABEL TYPE)
STORM DRAIN CATCH BASIN YARD AND DROP INLET-
= = =Q-- _ = _ _
TOP OF BANK TOB
TOB
TREE & BUSH
�j
�c�.Y 4
UNDERGROUND CABLE
uC
UNDERGROUND ELECTRIC
UE
UNDERGROUND TELEPHONE
-UT -UT -UT
WATER METER
W M ❑
WATER LINE LEGEND
I,U\ 8 WITPROP.
HIN VA LT DOUBLE
PER CLT WATER REQUIREMOENTS. VAULITITO INCLUDEE DRA NON ASSEMBLY T PORT(S) FOR DISCALLED HARGE
(
PER CLT WATER REQUIREMENTS. SEE DTL # 5 ON SHEET # C9.02. PIPING TO BE LABELED PER NORTH
1405
NTRA
CAROLINA PLUMBING CODE 608.8.2.
MAREICHARD
ID 03316209
R-3 SINGLE FAMILY /
_ PROP. 3/4" SERVICE LINE UNDER � /
STORM: V - 0" MIN. SEPARATION �/
\ TO TOP OF 20' - 3" DIP SLEVE \
\GRIND ELEV : ± 777.7 /\
STORM BOTT : ± 775.4
WLTOP: ±774.4
UTILITY NOTES:
- DOM
DOM
-
PROP. DOMESTIC WATER LINE
- FL
FL
-
PROP. FIRE LINE WATER LINE
w
11
EXIST. PUBLIC WATER LINE
a�a
!
PROP. FIRE HYDRANT
PROP. NON -FREEZE YARD HOSE BIB
PROP. FDC CONNECTION
WATER NOTE:
• FOR PRIVATE FIRE HYDRANT: SEE FIRE HYDRANT DETAIL SHEET C9.02
• FOR WATER LINE BENDS & TEES: SEE THRUST BLOCKING DETAIL FOR
BENDS & TEES SHEET C9.02
I I • FOR FDC: SEE FDC CONNECTION SCHEMATIC DETAIL SHEET C9.02 I I
� w M � STATIC PSI: 90
m Vo or -0 RES. PSI: 76 1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. 1. CUSTOMER IS RESPONSIBLE FOR STAKING SITE AS NECESSARY TO DETERMINE SERVICE LOCATIONS & 1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CHARLOTTE WATER STANDARDS
„ ; FLOW PSI: 50 CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY LINE ELEVATION PRIOR TO CLT WATER CONTRACTOR MOBILIZING TO INSTALL SERVICES. SITE ADDRESS AND SPECIFICATIONS PER CLT WATER WEBSITE, WWW.CHARLOTTENC.GOV.
BETWEEN ANY WATER METER AND ITS CLT WATER RE UIRED PREVENTED
NOTE : TAPPING SLEEVES & TEES TO USE THRUST
BLOCKING UNLESS NOTED OTHERWISE.
CHARLOTTE FIRE NOTES:
1. FIRE DEPARTMENT ACCESS ROADS SHALL HAVE A MIN. 20' UNOBSTRUCTED CLEAR WIDTH AND SHALL BE CAPABLE OF
SUPPORTING 80,000 LBS.
2. ALL BUILDINGS 1, 2, and 3 ARE EQUIPPED WITH SPRINKLER SYSTEMS. BLDG'S 2 AND 3 ARE 13R, BLDG 1 IS 13R AND 13 SPACING IN
CLUBHOUSE ONLY. FOR BUILDINGS THAT ARE EQUIPPED WITH A SPRINKLER SYSTEM, A FIRE DEPARTMENT CONNECTION SHALL
BE LOCATED WITHIN 200' OF A FIRE HYDRANT FOR A NFPA 13 SPRINKLER SYSTEM AND AN NFPA 14 STANDPIPE SYSTEM, AND
LOCATED WITHIN 750' FOR AN NFPA 13R SPRINKLER SYSTEM.
3. AN FDC SHALL BE LOCATED ON THE APPROACH SIDE OF THE BUILDING, AS SHOWN ON PLAN.
4. BUILDINGS THAT EXCEED 30' TO THE HIGHEST FLOOR LEVEL ARE REQUIRED TO HAVE A STANDPIPE SYSTEM. SEE ARCH / MEP
PLANS FOR PROPOSED STANDPIPE SYSTEM.
5. AN FDC FOR A STANDPIPE SYSTEM SHALL BE LOCATED WITHIN 200' OF A FIRE HYDRANT, AS SHOWN ON PLAN.
6. ALL SPRINKLED BLDGS SHALL PROVIDE GROUND LEVEL ACCESS TO WITHIN 200' OF ALL EXTERIOR WALLS, AS SHOWN ON PLAN.
7. HYDRANT SHALL NOT EXCEED 750' OF TRUCK TRAVEL TO THE MOST REMOTE POINT OF THE BUILDING ALONG THE ACCESS ROAD,
AS SHOWN ON PLAN.
8. DEAD END TRUCK TRAVEL SHALL NOT EXCEED 150' WITHOUT AN APPROVED TURN -AROUND, AS SHOWN ON PLAN.
9. ALL TURNING RADII SHALL BE AT LEAST 30' INSIDE AND 42' OUTSIDE FOR FIRE APPARATUS, AS SHOWN ON PLAN.
10. GATED ACCESS POINTS MUST BE 16' MIN. CLEAR AND GATES MUST BE DESIGN TO OPEN (BOTH SIDES INGRESS/EGRESS) TO
PROVIDE FIRE ACCESS, AS SHOWN ON PLAN.
- Q
MUST BE VISIBLE POSTED AT SITE.
2.
ALL CONTRACTORS WORKING ON THE PROJECT ARE REQUIRED TO OWN A COPY OF THE DESIGN
2. EACH CLT WATER REQUIRED BPA IS REQUIRED TO BE TESTED BY A CLT WATER APPROVED CERTIFIED
2.
ON -SITE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY APPLICABLE CONFLICTING UTILITIES
MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL TIMES.
TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
NECESSARY TO COMPLETE SERVICE INSTALLATION. ADDITIONAL FEES MAY APPLY & CONSTRUCTION
3.
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING
3. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CLT WATER ENCLOSURE DETAILS.
TIME LINES EXTENDED IF CONFLICTING UTILITIES ARE NOT SHOWN ON PLANS.
THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL NC ONE AT
4. PROVIDE ELECTRICAL TO ENCLOSURE FOR HEAT TAPE/SLAB HEATER.
3.
WATER AND SEWER CONNECTIONS SHALL NOT BE LOCATED WITHIN PROPOSED CONSTRUCTION
1-800-632-4949 OR 811 FOR UTILITY LOCATING SERVICES 48 HOURS PRIOR TO COMMENCEMENT OF ANY
ENTRANCES.
WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO
5. COVER SHALL BE POWDER COATED ALUMINUM BY SAFE-T COVER OR EQUAL.
CONSTRUCTION.
4.
PAYMENT FOR A QUOTED SERVICE CONNECTION SHALL BE CONSIDERED ACKNOWLEDGEMENT &
UTILITY NOTES:
APPROVAL OF CLT WATER COMMENTS BY THE APPLICANT; PAYMENT DOES NOT INCLUDE ANY
4.
IF THE PROPOSED WATER AND/OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION
ADDITIONAL FEES REQUIRED DUE TO UNFORESEEN CONDITIONS THAT ARE/WERE NOT DEPICTED ON
(VERTICALLY OR HORIZONTALLY) FROM GAS MAINS, THE CONTRACTOR SHALL CALL PIEDMONT
THE SITE PLAN PROVIDED BY THE APPLICANT.
NATURAL GAS COMPANY AT [phone] AND INFORM THEM.
UTILITIES AND STORM DRAINAGE SHOWN HEREON FOR REFERENCE ONLY.
5.
BACKFLOW PREVENTION REVIEW ENTAILS PLAN SUBMITTAL VIA MECKLENBURG COUNTY'S CODE
5.
MINIMUM COVER OF 36" FOR WATER MAINS.
ALL ONSITE UTILITIES (PRIVATE & PUBLIC) SHALL BE CONSTRUCTED PER
ENFORCEMENT PERMITTING PROCESS AT THE TIME OF APPLICATION OF BUILDING PERMITS.
6.
DUCTILE IRON PIPE (RED BRASS FOR 2" WATER PIPE) REQUIRED FOR BOTH WATER &SANITARY SEWER
AGENCY APPROVED PLANS:
BACKFLOW PROGRAM REQUIREMENTS ARE AVAILABLE AT HTTP://CHARLOTTENC.GOV/WATER/ PAGES/
LINES IF THE FOLLOWING CLEARANCES ARE NOT MET:
BACKFLOWCONSTRUCTIONGUIDELI NES.ASPX PLEASE, CONTACT MARK KROUSE AT [phone] FOR
MORE INFORMATION. ANY REVISION TO THE SERVICE CONFIGURATIONS AND/OR METER LOCATIONS
-
WATER LINE CROSSING UNDER SEWER LINE (FOR ANY CLEARANCE).
• CLT WATER - PUBLIC SEWER: JOB NO. 100 - 21 - 070 (W)
WILL REQUIRE A RE -SUBMITTAL TO BACKFLOW FOR REVIEW.
-
18" VERTICAL FOR WATER LINE INSTALLED ABOVE SEWER LINE.
• CLT WATER - PUBLIC WATER: JOB NO. 100 - 21 - 572 (S)
-
10' HORIZONTAL SEPARATION FOR WATER LINE PARALLEL TO SEWER LINE (OR 18" VERTICAL
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVED UTILITY
SEPARATION IN SEPARATE DITCHES).
PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
-
FOR WATER LINES 12" CLEARANCE WITH STORM DRAINS, GAS MAINS, TELEPHONE DUCTS, AND
UNDERGROUND CABLES.
ALL PROPOSED UTILITY CONNECTIONS TO THE PUBLIC MAIN SHALL BE
DEVELOPER INSTALLED.
7.
DO NOT MAKE FINAL WATER CONNECTIONS UNTIL ALL TESTING & SAMPLING ARE COMPLETE AND
FOUND SATISFACTORY. RP BACKFLOW DEVICE MUST BE TESTED AND CERTIFIED AT EACH LOCATION.
ALL WATER SERVICE PROVIDING FIRE PROTECTION SHALL BE TESTED FOR
8.
ALL WATER AND SEWER SERVICE CONNECTIONS SHALL BE MADE BY CLT WATER.
AND CERTIFIED IN ACCORDANCE WITH NFPA 24 STANDARDS.
9.
PROVIDE CONCRETE THRUST BLOCKS OR RESTRAINED JOINTS FOR ALL WATER SERVICE TEES, BENDS,
AND HYDRANTS. UNDERGROUND UTILITIES SHOWN WERE LOCATED IN FEBRUARY 2018. ADDITIONAL
ALL PROPOSED UTILITIES SHALL BE CONSTRUCTED, INSPECTED, TESTED,
UTILITY SCHEDULE FOR
PRIVATE WATER & SEWER ONLY
SUMMARY OF WATER MAINS & FIRE HYDRANTS
SIZE
LENGTH
SIZE
LENGTH
8" PVT FIRE
± 625 LF
3" PVT DOM
± 716 LF
6" PVT FIRE
± 168 LF
4" PVT FIRE
I ± 72 LF
TOTAL NO.
FIRE HYDRANTS: 2 PRIVATE
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
8" PRIVATE
± 540 LF
4" PRIVATE
I ± 405 LF
TOTAL NO. OF MANHOLES = 6 ( PRIVATE )
TOTAL NO. OF CLEANOUTS = 4 ( PRIVATE )
SCALE: 1" = 50'
UTILITIES MAY EXIST. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITY LOCATIONS AND 0 25' 50' 100' ( %,
AND CERTIFIED IN ACCORDANCE WITH AGENCY SPECIFICATIONS. ELEVATIONS PRIOR TO START OF WORK. SOFT -DIGS MAY BE REQUIRED BY CLTWATER. i�=
PPROTED FOR
ECKLENBLt(WLANNING WWRTMENT
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
04-02-2021
ISSUED FOR
PERMIT REVIEW
REVISIONS
NO. DATE
DESCRIPTION
BY
1 06/01/2021
PERMIT REVIEW COMMENTS
DC
06/08/2021
PERMIT REVIEW COMMENTS
DC
08/03/2022
ROADWAY IMPROVEMENTS
DC
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY:
SEAL
SCALE
AS INDICATED
DRAWING
) 10/31/2022
WATER AND SANITARY SEWER
PLAN
C9000 1
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

FINAL APPROVAL 12/28/2022
CILARMTTE_
PROJECT NUMBER: S RMF-20
16J V _
ENGINE
RING
PCSO / DETENTIO
/ DRAINAGE PLAN
EROSION
CONTROL
URBAN
FORESTRY
TREE
ORDINANCE
C
OT
NOTE:
SCHEDULE RE -CONSTRUCTION MEETING
AT LEAST
DIST
48 HRS. PRIOR TO ANY LAND
JRBING ACTI I SIB GGTTHE ONLINE
FOR
FOUND AT http://charlot-t-e-nr-.gov/ld
770
i
Andrev
Jeff Bc
Vincer
Patrick
CONTRACTOR SHALL SUBMIT TO CLT WATER
CATALOG CUTS, RJIB PVC PIPE, BELLSTOPS, AND
CASING SPACERS FOR REVIEW AND APPROVAL
'ROP. GRADE FOR FUTURE,
FRED D. ALEXANDER BLVD.
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11.6 W/ PROTECTO 401 LINING
PROP. AWWA C900 D 25 1R-IIR PVCCARRIER PIPE WITH B LLSTO S
TO BE INSTALLED MANHOLE TO MANHOLE, 3 SPIDERS PER JOINT:
EXIST. CLT WATER 8" S.S. PVC CARRIER PIPE SUBJECT TO PIPELINE
JOB # 100 - 00 - 644 ENCROACHMENT REQUIREMEMTS.
FILE #262-33 TRUNK LINE ���
CASING SHALL EXTEND 5 FEET PAST WIDTHOr GAS
PIPELINE EASEMENT ON EITHER SIDE. CARRIER PIPE
74O SHALL EXTEND 5 FEET PAST END OF CASING ON EACH SIDE.
I 1 i I I I I i i
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SEWER PROFILE
1 PROFILE VIEW
�C
PROP. 145.00 LF - 18" STEEL ENCASEMENT PIPE
(t = 0.250") WITH CATHODIC PROTECTION MONITORING
INSTALLED BY JACK AND BORE. CASING
ISOLATION PER CLT WATER STD. DET. CC 6.5
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PPRO ED FOR
T ECKLENB CANNING RTMENT
of 2io041 �� s i r1
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
04/02/2021
ISSUED FOR
PERMIT REVIEW
REVISIONS
NO. DATE DESCRIPTION BY
10 06/01/2021 PERMIT REVIEW COMMENTS DC
06/08/2021 PERMIT REVIEW COMMENTS DC
PROJ. MANAGER: B.S
DRAWN BY: 131 M.T T.W
CHECKED BY: B.S H.N
SEAL
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0
as SEAL
030523
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47 OO LF 2.1 ......... i:......::::::. 4" LATERAL
SCALE : @ 51.00 LF - B" S.S. INV. IN : 767.00 10 / 31 / 2022
SCALE
HORIZ : 1" = 40' - - @ 0.98%
AS INDICATED
VERT : 1" = 4' TAY BLVD ( PVT )
I I I I I I I SCALE DRAWING
PROP. 8" S.S. LATERAL PROFILES FOR HORIZ: 1" = 40' WATER AND SANITARY SEWER
VERT : 1" = 4'
BLDG # 2 and BLDG # 3 TAY BLVPLAN
D I (PVT)
760 760 1 1 1 760 760 760
1+0 000 1+0 000 1+0
PROP. 3"
DOM. LINE `: P OP. 8" FI E LINE
X-ING. 3'- O" & 3" DOMESTIC
MIN. COVER 3'-0" MIN. COVER
770 Imo, 770 770 }: 770
$„ SIS.�'P�
G9001
COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"

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CtUPJ[}TTE_
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
PPRO ED FOR
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
U
im ruRES 1 RY^
THE
RDINANCE
C D
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TEST COCK #1 5 MAX DOUBLE
6" MIN. ASSE
STRAINER -
RECOMMENDED
NOTE: CHED
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AT LEAST 48 HRS. P
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DISTURBING ACTIVI
SING THE ON E
FORM FOUND AT htt
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1. BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CLT WATER _J z
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED Q o
BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED. U a
REFER TO CLT WATER APPROVED LIST OF BPA's. z
BL=CK r' Monroe
2. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATEROZB LY -
ECK STANDARDS & SPECIFICATIONS.
VALVE# �yP)
3. VAULT, DOORS OR COVERS AND SUPPORT OF ASSEMBLY SHALL
-ref BE DESIGNED BY OWNER AND AS REQUIRED.
C FLOW
J
- -
J ,l 4. DRAIN INLET MAYBE PROVIDED AS SHOWN OR AS FLOOR DRAIN.
/ 4"MIN. TYPE K OR L COPPER TUBING J
PIPE, 1" MIN. GALVANIZED STEEL 5. ALL LOCATIONS FOR BPA'S REQUIRE CLT WATERAPPROVAL. m Q
PIPE OR SCH. 40 PVC PIPE WITH \\
5 /
IN. CHECK SCH. 80 PVC FITTINGS. 6. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED L
VALVE #2 SEE SEE NOTE #2 BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR LLI 0
NOTE A SOTHER
UPPLYWATER - USING APPURTENANCES L NE BETWEEN ANY WATER METER AND ITSCONNECTED TO THE z
CLT WATER- REQUIRED BACKFLOW PREVENTER. Q
7. EACH CLT WATER -REQUIRED BPA IS REQUIRED TO BE TESTED BY A O
MIN. H ED 2" MIN. DIA. DRAIN BY GRAVITYTO CLT WATER - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER W
#67 WASHED STONE ATMOSPHERE AS REQUIRED BY
OR VAULT BOTTOM SYSTEM 0 SERVICE. TEST RESULTS SHALL BE SUBMITTED MI CLT WATER
CLT WATER SPECIFICATIONS. SEE NOTE #4 WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING J V
SUPPORT AS REQUIRED RESULTS TO CLT WATER.
BY DESIGNER
8. INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER
>
ELEVATION VIEW REQUIREMENTS, REQUIRE PRIORAPPROVAL
FROM THE APPROPRIATE CLT WATER
i J
BACKFLOW INSPECTOR.
! , LL.I
Wm
TEST COCK #1
8" MIN. CHECK VALVE
SSEMBLY SHUT-OFF
4" MIN. VALVE #2
to 0
rm--
=:n�zrm L,E � � 4" MIN.
SHUT-OFF
VALVE #1 F' IN. CHECK 2" MIN. DRAIN
VALVE #1 TO ATMOSPHERE
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ZONING 5,, DRAIN Q Q
SETBACK /
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CLT WATER REQUIRED BPA W J O
PROPERTY BELOW GROUND.
F
PLAN VIEW
LINE SEE NOTE
W
-
QW
CLT WATER
LU
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WATER R
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TOP OF
DISCHARGING
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STORM PIP O STORM PIPE
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DRAIN ALTERNATIVE:
TYPICAL LOCATION REQUIREMENT
o
TIE INTO CATCH BASIN OR STORMWATER MANHOLE PER DETAIL
FOR BELOW GROUND INSTALLATION
a
SHOWN ABOVE. NO TIE INTO STORMWATER PIPE WILL BE ACCEPTED.
N.T.S.
u
FLOW FROM FDC
ENTERING ON THE
SYSTEM SIDE OF = EXTERNAL
THE WATER SUPPLY THE
CHECK VALVE WALL
FIRE SPRINKLER RISER FDC WITH LOCKING
�KNOX CAPS
WATER SUPPLY
CHECK VALVE
3' - 0"
GALVANIZED
STEEL
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"* 2T' SLEEVE-"ve
STAINLESS STEEL �90- BEND, TYP.
SWEEP OR CLASS
350 DUCTILE IRON
DRIP VALVE
THRUST BLOCKING
' CLASS 350 TYP.
DUCTILE IRON �BACKFILL WITH 3/4"
CRUSHED ROCK,
MIN. 6 CUBIC FEET
FDC CONNECTION SCHEMATIC
NOT TO SCALE
�J UNDISTURBED A
EARTH UNDISTURBED
EARTH
HIHI IHII-
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4
CONCRETE
. .. THRUST BLOCK
CONCRETE d .
THRUST BLOCK 14'
A. 4" DIA AND
Tr+o LARGER
cF.P�'O
BEND
PLAN
NOTES: PLAN
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS NOTES:
TO KEEP THE FITTING BOLTS FREE OF CONCRETE CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FlT1NG BOLTS FREE OF CONCRETE
CONCRETE
CONCRETE THRUST BLOCK
�n� I THRUST BLOCK iT=TIT
\ BEND
UNDISTURBED EARTH UNDISTURBED EARTH
ELEVATION ELEVATION
TYPICAL THRUST BLOCKING FOR BENDS & TEES
DIMENSION "A"
SIZE
11 1/4' BEND
22 1/2' BEND
45- BEND
90- BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
1 54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
NOT TO SCALE
NOTES:
NO. DESCRIPTION
$
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A.
ALL FLANGE HARDWARE (BOLT/WASHER/NUT) SHALL BE STAINLESS
G.
STEEL REINFORCING DESIGN SHALL CONFORM TO ASTM C857
1
4" TAPPING SLEEVE AND 4" FLANGE x MJ TAPPING VALVE ON EXISTING W
o
$
STEEL - TYPE 304 WITH ANTI -SEIZE COMPOUND.
H.
REBARS SHALL BE GRADE 60 PER ASTM A615
MAIN. 3" MJ TEE AND 3" MJ GATE VALVE ON NEW MAIN.
z
#
B.
ALL PIPE SHALL BE RESTRAINED JOINT DUCTILE IRON FROM TAP TO
I.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al85
2
STANDARD VALVE BOX ASSEMBLY (TYP.) -ALL VALVES U
W
3
4" x 3" REDUCER RJ REQUIRED ON EXISTING MAIN INSTALLATIONS. 0
PROPERTY LINE VALVE.
J.
DIAGONAL REINFORCING SHALL BE ADDED OPENINGS
(REDUCER NOT REQUIRED ON NEW MAIN INSTALLATIONS)
C.
METER CONFIGURATION AND LENGTH MAY VARY DUE TO BRAND -
K.
H FLEXIBLE
PIPE PENETRATIONS SHALL BE SEALED WITH FLEXIBLE CONNECTORS
4
FLANGE DUCTILE IRON TEE WITH ADJUSTABLE FLANGE SUPPORT Z
r
h
°
VERIFY LENGTH TO DETERMINE MINIMUM VAULT LENGTH.
(MANHOLE BOOTS) OR WITH 8-INCHES OF BRICK & MORTAR (AND 1/2
5
FLANGE DUCTILE IRON 90°-BEND
D.
VAULT SHALL BE SIZED AS NEEDED FOR PIPE (7.5'x4' MINIMUM) AND
INCH THICK CONSTRUCTION EXPANSION MATERIAL)
6
FLANGE x PLAIN END DUCTILE IRON PIPE (MIN. SPECIAL CLASS 53)
RATED FOR NCDOT HS-20 LOADING - SUBMIT SHOP DRAWINGS / P.E.
L.
FRAME TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK, GROUND
7
MJ LONG PATTERN SOLID SLEEVE WITH RESTRAINED JOINTS
SEALED FOR REVIEW.
SHALL SLOPE AWAY FROM VAULT.
8
3/4' BALL CORPORATION STOP WITH TAPPING SADDLE
E.
ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH.
M.
ALL JOINTS SHALL BE MADE WATERTIGHT USING 2 RINGS OF BUTYL
9
FLANGE GATE VALVE; WITH 2" OPERATING NUT - OPEN RIGHT AND WITH
F.
DESIGN SHALL CONFORM TO ASTM C858 - SPECIFICATIONS FOR
RUBBER JOINT MASTIC.
ADJUSTABLE FLANGE SUPPORT ON BYPASS VALVE
0
"UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURE"
N.
ALL VALVES SHALL BE OPEN RIGHT - CLOCKWISE, EXCEPT NO. @3
10
FLANGE STRAINER
Z
11
FLANGE COMPOUND METER ASSEMBLY W/AMR TRANSMITTERS. METER
Q
CONFIGURATION MAY VARY DUE TO BRAND SUPPLIED.
0
12
FLANGE CHECK VALVE W/BLIND FLANGE-2' TAPITHREADED BRASS PLUG
T-V (MIN.)
6 (MIN.)
13
MECHANICAL JOINT (RJ) GATE VALVE-2" OPERATING NUT - OPEN LEFT @
PROPERTY LINE.
LU J
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4
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3/4" TAP/PLUGGED.
FORTESTING
4'-0"
(MI
3 (MIN.)
31 RJ
D.I.P.D.
2'-D"
(MIN.)
1
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14 MECHANICAL JOINT PLUG WITH 2" TAP
UJ Q
15 2" PIPE GALVANIZED STEEL (SCH 80), RED BRASS (SCH 40). HDPE (DR 9) OR
DIP WITH STANDARD VALVE BOX/CONCRETE PAD
16 2" THREADED COUPLING
W
17 ADJUSTABLE FLANGE SUPPORTS (3 REQUIRED)
W
3 13 1a 16
18 AMRTRANSMITTERS
H W
3" RJ D.I.P.
19 4' x 5' DOUBLE -LEAF ACCESS DOOR. SEE STANDARD DETAIL.
20 PRECAST REINFORCED CONCRETE VAULT
V
Flow
21 MINIMUM OF (3) STANDARD SOLID CONCRETE BRICK COURSES UNDER
ACCESS DOOR FRAME, MAXIMUM 2FT.
0 0
22 JOINT REQUIRED AT FLAT TOP SECTION.
Z 0
23 3/8' DIA. GALV. STEEL EYE BOLT (ADHESIVE ANCHOR) - TYPICAL
24 AWG #12 GAUGE COPPER TRACER WIRE (THWN) - WITH BLUE INSULATION -
O CD
19 5
TERMINATE WITH 24" EXCESS WIRE (COILED) @ EYE BOLT AND VALVE
D_ CD
(TYPICAL).
25 CAST IN PLACE CONCRETE SIDEWALK- BRICKWORK SHALL NOT EXTEND
Q
2 (�
WATER MAIN
TO SURFACE. ACCESS DOOR FRAME
SHALL REST ON SIDEWALK.
O W
PLAN 26
VALVE LOCK (FURNISHED BY CMUD)
- LOCK VALVE CLOSED
0 W
27
PLASTIC STEP - 12" OR 16" O.C. VERTICAL
SPACING
18 1
1s
VEL
41 �y ALTERNATE IN CONCRETE SIDEWALK 1g
2'
19
Ch
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1. a2 78
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0
-
6'(MINJ 5'
6'
0
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1 17
17 17
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_16" (MIN.)
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;18 (MIN),,],.
6" MIN. 457 WASHED STONE01
-
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0
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1'GSUMPH OLE ELEVATION
SECTION VIEW
x
U
FIRE
SERVICESIZE
DETECTOR
METERSIZE
4"
1"
8"
1"
8"
1"
10"
1"
SEE
NOTE
F&C
SEE
NOTE
TYPICAL PLAN
NorEs. NO. DESCRIPTION
A. ALL FLANGE HARDWARE (BOLT/WASHER/NUT) SHALL BE STAINLESS
W
S ry
STEEL -TYPE 304 WITH ANTI -SEIZE COMPOUND. 1 TAPPING SLEEVE & FL x MJ TAPPING VALVE ON EXISTING MAIN.
oo
2
B. ALL PIPE SHALL BE RESTRAINED JOINT DUCTILE IRON FROM TAP TO MJ TEE AND MJ GATE VALVE ON NEW MAIN Q
N
PROPERTY LINE VALVE. 2 STANDARD VALVE BOX ASSEMBLY (TYP)-ALL VALVES Ci
0)
a
C. METER BOX TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK, 3 RESTRAINED JOINT DUCTILE IRON PIPE
GROUND SHALL SLOPE AWAY FROM METER BOX. 0
D. ALL VALVES SHALL BE OPEN RIGHT- CLOCKWISE, EXCEPT NO. 07 . 4 FLANGE x MJ GATE VALVE ON LONG SIDE SERVICES. FLANGE x FL Z
E. ONE INCH METER SHALL BE INSTALLED IN STANDARD CONCRETE ADAPTER ON SHORT SIDE SERVICE (NOT SHOWN)
METER BOX PER STD. DETAIL. 5 DETECTOR CHECK VALVE (FLANGE x FLANGE)
F. WRAP TAPPING SLEEVE WITH 2 LAYERS HOPE PLASTIC FILM (HDCLPE 8 FLANGE x MJ ADAPTOR (OMIT WHEN PROPERTY LINE VALVE07 IS
PER AWWA C-105)-4 MILS EACH LAYER- EXTEND HOPE 2 FT. EACH WAY BOLTED DIRECTLY TO DETECTOR CHECK VALVE&
FROM SLEEVE - DUCT TAPE OR ZIP LOCK TIE ENDS. 7 MJ GATE VALVE (RESTRAINED, OPEN LEFT) AT PROPERTY LINE. (FL x
G. CONCRETE THRUST BLOCKING REQUIRED AT TAPPING SLEEVE. MJ GATE VALVE BOLTED DIRECTLY TO DETECTOR CHECK VALVE 50-
2
H. ANGLE BALL VALVE (B PERMANENT LOCK (WITH CMU SERIAL #) SHALL WHEN APPROVED)
BE FURNISHED BY CMU.
f -- J
8 2" PIPE GALV. STEEL (SCH 80), RED BRASS (SCN 40), HOPE (DR 9), OR
M
DUCTILE IRON PIPE, WITH THREADED COUPLING.
3:WC
9 CTS x MNPT BRASS STRAIGHT COUPLING (WITH BRASS HEX
C
LLI
7 REDUCING BUSHING - AS REQUIRED)
6 3 3
W
U
10 1" COPPER TUBE - TYPE K OR HDPE (PLOY TUBING) SDR B
U)
U)
ANGLE
11 1"ANGLE BALL VALVE WITH LOCK WINGS (LOCK OPEN)(CTS
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COMPRESSION x YOKE STAR NUT)
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12 1" METER YOKE BAR
13 1" SINGLE ANGLE CHECK VALVE (YOKE STAR NUT x CTS COMPRESSION)
W
r/
U]
14 1" METER ASSEM81 WITH AMR ERTTRANSMITTER(BY CMU)
W
15 SOLID POLYETHYLENE (HOPE) METER BOX LID PER STD. DETAIL
LI..I
9 16 17" x 28" CONCRETE METER BOX PER STANDARD DETAIL
W
Z W
1 R 17 SOLIDSTANDARD CONCRETE BRICKS -DIAGONAL AT CORNERS-
C
4 EACH
J
16 18 MALLEABLE IRON (GALV.)90° BEND(FNPTx FNPT)
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19 AWG #12 GAUGE COPPER TRACER WIRE (THWN) WITH BLUE
0If_
13 INSULATION, TERMINATE WITH 24 INCH EXCESS WIRE (COILED)AT
METER BOX AND VALVE BOX (TYP.)
W
E LLI
16 16 15
14
13
2
V
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36" 3' MIN.
LLI
MIN. Z
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18
Q
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3 SIDE ELEVATION •
TYPICAL ELEVATION a
u
NOTES:
1. ON ROADS WITH CURB AND GUTTER, INSTALL HYDRANT 2'
FROM BACK OF CURB; ON ROADS WITHOUT CURB AND
GUTTER, INSTALL HYDRANT 6' FROM EDGE OF PAVEMENT.
2. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED
EARTH, SEE DETAIL FOR MINIMUM DIMENSIONS.
a
3. FIRE HYDRANT TO BE MUELLER CENTURIN II OR LL
APPROVED EQUAL. LW
c�
W
4. FIRE HYDRANT SHALL HAVE 5" STORZ CONNECTION.
OUTLET TO BE TURNED FACING DRIVEWAY.
FIRE HYDRANT DETAIL
NTS
GRAVEL OR WASHED
STONE
CONCRETE SUPPORT
PAD & THRUST BLOCK
UNDISTURBED
SUBGRADE
2-3/4" GALVANIZED RODS
W/GALVANIZED NUTS OR TYLER
LONG SWIVEL ADAPTER OR EQUAL
2'-0" MIN.
SEE NOTE #1
2'-6" MIN.
5" STORZ
CONNECTION
FINISHED GRADE
COMPACTED SUBGRADE
ADJUSTABLE CAST IRON
VALVE BOX
6" GATE VALVT I111iI
TEE CONNECTION TO
WATER MAIN
CONCRETETHRUST
BLOCK
UNDISTURBED
SUBGRADE
NOTES:
1.
BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CLT WATER W
a
_
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED
_
BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED. (Qj
°
REFER TO CLT WATER APPROVED LIST OF BPA's. U)
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2.
PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER O
Z
m
-
STANDARDS & SPECIFICATIONS.
3.
INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CLT WATER ENCLOSURE
INFORMATION - HEATED INSULATED ENCLOSURE IS RECOMMENDED.
NO INSULATION SHALL BE WRAPPED AROUND BPA.
z
4.
ALL LOCATIONS FOR BPA'S REQUIRE CLT WATER APPROVAL AND MUST BE
REDUCED PRESSURE
OUTSIDE OF ZONING SET -BACK/ DIRECTLY BEHIND METER.
J ON
PRINCIPLE ASSEMBLY
W
SHUT-OFF VALVE #1
SHUT-OFF VALVE#2
5.
THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
I�
CHECK VALVE #2
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER- USING APPURTENANCES CONNECTED TO THE
V
cJa
CHECK VALVE #1
SUPPLY LINE BETWEEN ANY WATER METER AND ITS
w
CLT WATER - REQUIRED BACKFLOW PREVENTER.
TRAINER
6.
EACH CLT WATER -REQUIRED BPA IS REQUIRED TO BE TESTED BY A
O
- - \ -
CLT WATER -APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE. TEST RESULTS SHALL BE SUBMITTED TO CLT WATER
D_ coRECOMMENDED
LLI Q
- OO OO - FLOW
WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING RESULTS TO
CLT WATER.
CV
HINGED ACCESS
-
TYPE K OR L COPPER TUBING
REMOVABLE INSULATED
LA
ENCLOSURE MEETING ASSE
PIPE OR GALVANIZED STEEL
7.
ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER
U]
1060 SPECIFICATIONS.
PIPE FOR MIN. OF SON EACH
REQUIREMENTS, REQUIRE PRIOR APPROVAL
_
N
TEST
ENCLOSU RETOINCLU DE COCK#1
END OF THE ASSEMBLY.
FROM THE APPROPRIATE CLT WATER BACKFLOW INSPECTOR.
w
DRAIN PORT(S) PER CLT WATER
LOWEST SEE NOTE#2
REQUIREMENT.
Z X POINT
D_ r
OR RELIEF
VALVE
Q
om OUTLET
SLOPE GROUND
SLEEVE REQUIRED
W
AWAY FROM
(TYP.)
COVER (TYP.)
j
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0 m
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I=III IN =III=
• '• _' _I I =
-III=III III=III-
ABOVEGROUND
LLNu
ZONING ������
SETBACK
L.1_ W
SLEEVE REQUIRED (TYP.)
MIN. 4" THICK
CONCRETE
CONCRETE
SEE
PROPERTY NOTE #4 & #5
LINE
R'
SUPPORT AS
PAD
W
0
J 0
REQUIRED BY
DESIGNER
-
CLT WATER
F
Q
F W
METER
W >
D W
PUBLIC
H
0 G
WATER
H
O' 3
MAIN
0
<
_
Z LL
Y
2
F a
W
U
m
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION
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N.T.S.
O
a
x
V
NOTES:
1. BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CLT WATER J °z
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED Q o
BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED. o N
REFER TO CLT WATER APPROVED LIST OF BPA's z
O
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y) Z " -
HANDWHEEL OPERATORS OR BUTTERFLY VALVES, AND LISTED ON APPROVED LIST
AS FIRE APPROVED. IF SERVING FIRE SPRINKLERS, TAMPER SWITCHES ARE REQUIRED. cl
3. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER
REDUCED PRESSURE PRINCIPLE ASSEMBLY STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH z
MEGALUG RESTRAINTS OR APPROVED EQUAL.
4. SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8" - 12" SHALL W O
SHUT-OFF VALVE #1 SHUT-OFF VALVE#2 BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE J Of�1�
SEE NOTE #2 SEE NOTE #2 ON DRAIN PORT. O_ 0
COVER MUST NOT 5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CLT WATER ENCLOSURE (� W
�j OBSTRUCT VALVE INFORMATION -HEATED INSULATED ENCLOSURE ARE REQUIRED FOR z
6" MIN. BEING FULLY FIRE LINE SERVICES. NO INSULATION SHALL BE WRAPPED AROUND BPA.
CHECKVALVE#1 OPENED m
CHECK VALVE 6. ALL LOCATIONS FOR BPA'S REQUIRE CLT WATER APPROVAL AND MUST BE D_
TEST COCK #1 OUTSIDE OF ZONING SET -BACK DIRECTLY BEHIND METER. Q
LU III:
g�j 7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED �CVRESTRAINED JOINT BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR r-
SEE NOTE#3� '� OTHER WATER - USING APPURTENANCES CONNECTED TO THE E
SUPPLY LINE BETWEEN ANY WATER METER AND ITS U)
HINGED ACCESS OR SUPPORTS CLT WATER- REQUIRED BACKFLOW PREVENTER. u) (V
REMOVABLE INSULATED SEE NOTE #4 8. EACH CLT WATER -REQUIRED BPA IS REQUIRED TO BE TESTED BY A W
ENCLOSURE MEETING ASSE a DO W CLT WATER - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
1060 SPECIFICATIONS. - SYSTEM IN SERVICE. TEST RESULTS SHALL BE SUBMITTED TO CLT WATER a CV
ENCLOSURE TO INCLUDE FLOW WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING
DRAIN PORT(S) PER CLT WATER DUCTILE IRON PIPE OR RESULTS TO CLT WATER. 0 a
REQUIREMENT. TYPE K OR L COPPER
TUBING FOR MIN. OF 5' 9. ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER W ® SUPPORTS 12 REON EACH END OF ASSEMBLY. REQUIREMENTS, REQUIRE PRIOR APPROVAL FROM THE APPROPRIATE CLT 0
SEE NOTE #4 " MIN. K LIEF VALVE SEE NOTE #3 WATER BACKFLOW INSPECTOR.
30" MAX. OUTLET 0
SLOPE GROUND a a C) J
AWAY FROM _ a - _ 00
COVER I -I I IIIa' a I IIII- 2
LOWESTPOINTOR II I IIRELIEF VALVE OUTLET SLEEVE U)
SLEEVE REQUIRED V J (TYP) SUPPORT, PAD AND Q
CONCRETE FOOTINGS AS ZONING CLT WATER REQUIRED BPA
REQUIRED BY SYSTEM DESIGNER SETBACK ABOVE GROUND
LU N z
RESTRAINED JOINT MIN. 4"THICK F- J
CONCRETE PAD F
SEE NOTE#3 SEE Q F. W
REQUIRED
PROPERTY NOTE #6 & #7
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CLT WATER
LL
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NOTES: NO. ALTERNATE DESCRIPTION NO. DESCRIPTION
A. ALL FLANGE HARDWARE (BOLT/WASHER/NUT) SHALL BE STAINLESS WHEN USING 8OR9 HOPE (IPS) WITH STAINLESS STEEL, BRASS, W
STEEL -TYPE 304 WITH ANTI -SEIZE COMPOUND. 1 EXISTING OR PROPOSED WATER MAIN LU i #
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 1/2" BALL CORPORATION STOP (CC TAPER
C. VAULT SHALL BE RATED FOR NCDOT HS-20 LOADING -SUBMIT SHOP 2 1 1/2" BALL CORPORATION STOP (CC TAPER THREAD z FNPT) THREAD x CTS COMPRESSION) U
DRAWINGS / P.E. SEALED FOR REVIEW. 4 1 112" SDR9 HOPE (POLY) - IPS PIPE (MNPT x MNPT) (1)D. ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH. 3 STANDARD VALVE BOX ASSEMBLY (TYP) -ALL VALVES (OMIT AT Z
E. DESIGN SHALL CONFORM TO ASTM 0858 - SPECIFICATIONS FOR 5 1 1Y2" BALL VALVE (FNPT z FNPT) CORPORATION STOP ON SHORT SIDE SERVICE)
"UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURE" 11 1112"SDR9 HDPE(POLY) - IPS PIPE (MNPT x MNPT) - CAP END 4 11/2"TYPE K COPPER TUBING
F. STEEL REINFORCING DESIGN SHALL CONFORM TO ASTM C857 5 1 1/2" BALL VALVE (CTS COMPRESSION x FNPT)
G. RESARS SHALL BE GRADE 60 PER ASTM A615
H. WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al86 8 1 1/2" RED BRASS PIPE NIPPLE (L = 30" OR 36")
I. DIAGONAL REINFORCING SHALL BE ADDED AT ALL OPENINGS K. FRAME TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK, GROUND 7 1 1/2" BRASS METER SETTER ASSEMBLY- FORD #VB-76-95311-05, MUELLER
J. PIPE PENETRATIONS SHALL BE SEALED WITH FLEXIBLE CONNECTERS SHALL SLOPE AWAY FROM VAULT. #098B 242343, CAMBRIDGE 06020-718FBF6-UUBS OR MCDONALD LLI
(MANHOLE BOOTS) OR WITH 4-INCHES OF BRICK & MORTAR (AND 1/2 L. ALL JOINTS SHALL BE MADE WATERTIGHT USING 2 RINGS OF BUTYL #72036181 NO SOLDER JOINTS PERMITTED U
INCH THICK CONSTRUCTION EXPANSION MATERIAL) RUBBER JOINT MASTIC. 8 3/4' SCH 40 RED BRASS NIPPLE (L=18") x 2 EACH
9 1 1/2" WATER METER ASSEMBLY WITH AMR ERT TRANSMITTER (BY �>/
1 CONTRACTOR) CL
10 BYPASS BALL VALVE WITH LOCK WINGS -LOCK VALVE INCLOSED WJ
36" 1 POSITION (SERIAL NUMBERED STUD LOCK- FURNISHED BY CMUD) U
13 11 11/2"TYPE KCOPPERTUBING TAIL PIECE- L= 24" MIN. -CAP END Q
5. 19 18 12 PRECAST CONCRETE SERVICE VAULT (36" z 2V z 31") Of
MIN. 13 6" DIAMETER SUMP HOLE W 0
2 _ 19 5 11 14 8" COMPACTED #57 OR #67 WASHED STONE 19 w 7
15 MINIMUM OF (3) STANDARD SOLID CONCRETE BRICK COURSES UNDER z
1 t ACCESS DOOR FRAME, MAXIMUM 2 FT. 2 Q
16 24' x 36" ACCESS DOOR - SEE STANDARD DETAIL Z
17 AMR(ERT) TRANSMITTER
24" 18 3/8"DIAMETERGALV.STEEL EYE BOLT (ADHESIVE ANCHOR) -TYPICAL LW O
4 5 6 9 7 6 16 0 19 AWG #12 GAUGE COPPER TRACER WIRE (THWN)- WITH BLUE INSULATION r
TERMINATE WITH 24" EXCESS WIRE (COILED) AT EYE BOLT AND VALVE Q U
BOX (TYP) 3: W
20 CAST IN PLACE CONCRETE SIDEWALK - BRICK WORK SHALL NOT EXTEND
8 A•,- +"a TO SURFACE, ACCESS DOOR SHALL REST ON SIDEWALK = z
TYPICAL PLAN 0 z
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1 2 4 6 6 k
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TYPICAL ELEVATION 14 SECTION VIEW 14 =
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D T�ECKL�ENBCANNING RTMENT
2/01 93t s I n
master planning .civil engineering
urban design .landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
04/02/2021
ISSUED FOR
PERMIT REVIEW
REVISIONS
NO. DATE DESCRIPTION BY
10 06/01/2021 PERMIT REVIEW COMMENTS DC
06/08/2021 PERMIT REVIEW COMMENTS DC
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
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10/31/2022
SCALE
AS INDICATED
DRAWING
WATER AND SANITARY SEWER
DETAILS
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ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

•
CFWiLOTTE.
AM
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
PPROTED FOR
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
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Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
This unit offers no anti -siphon or backflow protection. WOODFORD
I" Post hydrants are intended for irrigation purposes on golf Freeze/ ess
courses, in parks and recreation areas and landscaped post Yard Hydrants
areas around buildings.
FEATURES: Model Y30
ONE PIECE VARIABLE FLOW PLUNGER - Large
cushion type seal for longer life - is not easily damaged
and assures shut-off even when foreign particles are
present. Automatic drain feature - plunger opens drain
to prevent freezing.
REPLACEMENT PARTS — Head nut assembly can be
removed for ready access to internal parts.
SPECIFICATIONS:
PACKING — EPDM rubber with adjustable packing nut.
VALVE SEAT — Permanent type brass valve body with
hemispherical seating surface.
OPERATION — Y30BR Oval, Metal Wheel Handle.
Y30CH Round Clear Wheel Handle
Optional: Tee Key.
FINISHES — Y30BR - Brass. Y30CH - Chrome
FEMALE INLET — 3/4" N.P.T
CASING — 1" Galvanized steel pipe
OPERATING ROD — 3/8" Stainless steel pipe
DRAIN HOLE — 1/8" N.P.T.
NOZZLE — 3/4" Brass male hose nozzle
MAX PRESSURE — 125 p.s.i.
MAX TEMPERATURE - 1200 F
SHIPPING WEIGHT —
Bury Depth (ft) 1 2 3 4 5 6 7'
Weight (Ibs) 8 10 13 15 17 19 21
"Must ship by truck line due to length.
0�
Rough -In Dimensions
24" I
1 20"
Z
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W
a
When ordering, specify finish and bury depth.
©2021 WOODFORD Mfg.^ NON -FREEZE POST YARD HYDRANT W/ BFPFormY3o Rev.109o5/21
f 1
WOODFORD
SCALE: NTS
WOODFORD o od
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MODEL Y30 PARTS LIST
ITEM
1
1a
PART#
30002
30121
DESCRIPTION
Handle Screw (brass)
Handle Screw (nickel)
2
2a
3
3a
10630
50022
30107
30109
Oval Wheel Handle, Brown Powder Coated Die
Cast Aluminum (brass head)
Round, Clear Wheel Handle (chrome head)
Packing Nut (brass)
Packing Nut (chrome)
4
30247
Packing
Head Nut Assembly (brass)
Head Nut Assembly (chrome)
6
Sa
55178
$5179
6
10109
Yoke Nut
7
10105
Plunger
8
8a
50075
50076
Head (brass)
Head (chrome)
9
10018
VpIve Body
3/8" Operating Pipe (Bury Depth & Length)
10033
1' Bury (28-1/0" long)
10
10034
10035
10036
2' Bury (40-1/8" long)
3' Bury (52.1/8" long)
4' Bury (64-1/8" long)
10037
5' Bury (76-V8" long)
10038
6' Bury (88-1/8" long)
10110
7' Bury (100-118" long)
RK-Y30
Brass Repair Kit (Includes Items 1-7)
For more information contact...
WOODFORD MANUFACTURING COMPANY
2121 Waynoka Road, Colorado Springs, Colorado 80915 • Phone: [phone] • Fax: [phone]
To view our complete product line visit: www.woodfordmfg.com or email: [e-mail]
©2021 WOODFORD Mfg. A Division Of WCM Industries, Inc. Form Y30 Rev. 109 05/21
p� NON -FREEZE POST YARD HYDRANT W/ BFP
SCALE: NTS
The patented NIDEL® Model 50H high flow double check
backflow preventer is intended for irrigation purposes
and designed to protect hose connections from backflow
contamination in freezing and non-freezing conditions.
The NIDEL® Model 50 high flow double check backflow
preventer automatically drains when the hose is removed
and unlike single check vacuum breakers can be field
tested for reliability.
Uses include outside hose bibbs, wash racks, dairy barns
and swimming pool areas.
SPECIFICATIONS:
• ASSE 1052 Approved
• Field Testable (see instruction sheet)
• Two independent check valves
• Drains automatically when hose is removed
• No spray back
FEATURES:
• Exterior Brass (BR). or Optional: Chrome Plated (CH) finish
• (2) Check valves with molded rubber diaphragms
• Theft resistant Brass break -off set screw (50H Only)
• 3/4" female inlet hose thread
• 3/4" male outer nozzle hose thread
• Max Pressure - 125 p.s.i.
• Max Temperature - 1200 F
NOTICE: This device, as with all 1011, 1019, 1052 and
1053 ASSE listed devices, is not to be subjected to
continuous water pressure.
WOODFORD
Patented
ASSE 1052 Approved
Hose Connection /a
Automatic Draining
High Flow Double Check
NIDEL' Model 50H
Backflow Preventer
NIDEL° Model 50H
Shawn Actual Size
Visit Woodford's Website for Patent Information
httF�,l/www.woodfordrnf�,coml Woodford/patents/
Woodd f d
Excellence
Q.-Since 1929
Proudly Made.1n The U.S.A.
NON -FREEZE POST YARD HYDRANT W/ BFP
SCALE: NTS
When ordering, specify model and finish.
For more information contact...
WOODFORD MANUFACTURING COMPANY
2121 Waynoka Road, Colorado Springs, Colorado 80915 • Phone: [phone] • Fax: [phone]
To view our complete product line visit: www.woodfordmfg.com or email: [e-mail]
A Division Of WCM Industries, Inc.
©2019 WOODFORD Mfg.
Rev. 02/19 Form No. 50.106
TECH-NOTiE 0
For more information contact...
WOODFORD MANUFACTURING COMPANY
2121 Waynoka Road, Colorado Springs, Colorado 80015 • Phone; [phone] • Fax; [phone]
To view our complete product line visit; www,woodfordmfg.com or email; sales@wcodfordmfg,com
A Division of WCM Industries, Inc.
Patented
High Flow Double Check
NIDELI) Model 50
Backflow Preventer
FLOW NO FLOW
(WITH HOSE) (WITH HOSE)
_7� 1
_ ATMOSPHERIC w
VENT -
HOLES
(WITHOUOT HOSE) (WITHOUOT HOSE)
<5 P.S.I. >5 P.S.I.
SIPHON
CONDITION
OPERATING INSTRUCTIONS
PURPOSE: For proper operation
of the NIDEL@) Model 50 Backflow
Preventer, as installed on a hose
threaded outlet, carefully adhere to
the instructions below.
CRITERIA:
1. The faucet, with the Backflow
Preventer installed, may be
operated with or without a hose
attached.
Rev 06112 Form No. TN50.101
FIELD TEST INSTRUCTIONS
PURPOSE: The instructions
below are intended to verify
backflow protection.
PROCEDURE:
1. With the device installed,
attach a hose to the outlet of
the Backflow Preventer as
shown in Figure 2a. Raise the
hose to a height of 305-cm (10
feet). Turn on the faucet and
let water run to purge the hose
of air. Turn off the faucet.
305 cm
(1 o ft)
ATMOSPHERIC
VENT
2. Always remove hose before HOLES
freezing temperatures occur to 2. Maintain the hose at a height
allow water to drain out of the of 305-cm (10 feet) for five
faucet through the Backflow minutes while watching
Preventer. the atmospheric vents for
leakage.*
CRITERIA:
* Continuous leakage at the
atmospheric vents that exceed
approximately 6 seconds indicates
(WITH HOSE) BACKIFLOW CONDITION that the outlet check valve is faulty.
(WITH HOSE) For continuous protection, replace
the Backflow Preventer if faulty.
4
NON -FREEZE POST YARD HYDRANT W/ BFP
SCALE: NTS
ECKLENB CANNING ' RTMENT 11
2/01 /■0-2 c.
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
�^A ��"%1'%r%A .. .. ..... -I.- - _I_-. -.._
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
04/02/2021
ISSUED FOR
PERMIT REVIEW
REVISIONS
NO. DATE DESCRIPTION BY
06/01/2021 PERMIT REVIEW COMMENTS DC
06/08/2021 PERMIT REVIEW COMMENTS DC
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
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AS INDICATED
DRAWING
WATER AND SANITARY SEWER
DETAILS
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ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

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PROP. 20 LF OF 1.5" MILLING AND PROP. R/W 35' FROM EXT'G C/L ROW PROP. 35'X35' SIGHT TRIANGLE 1 I
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422' APPROACH TAPER 120' BAY TAPER 180' LEFT TURN STORAGE �� PROP. FES 3-3 (NCDOT 310.02)
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PROP. 1.5" _ _ _ 324' w LIMIT OF PROP. 1.5"
v PROP. OHP j PROP. DRIVEWAY APRON, TYP PAVEMENT OVERLAY PROP. TAP R Q PAVEMENT OVERLAY
OHP TO TIE BACK RELOCATION I PROP. OHP POLE RELOCATION I o STA. 11+00
INTO EX. POLE - _
EX. R/W
n I PROPOSED ROADWAY WIDENING
L I PLAN
0 0 0 o 0 0 0 0
� - - - - 46A -
12C\ X I -33' p -PLEASANT BLIC GRovE RD. -
ROW
z o FUT. 2.5' C&G
0 FUT. 22' I �V 2' FLITSUE
PAVEMENT SECTION I
FUT. 17' FUT. 12' EX. R/W
MEDIAN �� MUP
.? I PROPOSED ROADWAY WIDENING WITH FUTURE FRED D ALEXANDER BOULEVARD (FOR REFERENCE ONL)
v I PLAN
PAVEMENT WIDENING NOTES:
1. ALL WORK TO BE DONE ON EXISTING NCDOT MAINTAINED STREETS SHALL REQUIRE NCDOT
ENCROACHMENT/ACCESS APPLICATIONS SUBMITTED THROUGH THE CITY ENGINEER.
2. SEE CROSS-SECTION FOR SAW CUT LOCATION.
3. BITUMINOUS CONCRETE BASE COURSE SHALL BE USED IN WIDENING STRIPS LESS THAN FIVE (5) FEET IN WIDTH.
4. CONTRACTOR TO PROVIDE 1.5" OVERLAY TO MATCH PROPOSED ELEVATIONS FOR ENTIRE PROJECT LIMITS.
5. ASPHALT TO BE INSTALLED IN LAYERS/LIFTS PER NCDOT REQUIREMENTS (SEE SHEET RD-1). CONTACT LOCAL
DISTRICT OFFICE TO VERIFY LIFT/LAYER THICKNESS PRIOR TO CONSTRUCTION.
6. ALL ASPHALT MILLING WHICH HAS VERTICAL MILLING ACROSS THE HIGHWAY IS TO HAVE BUTT JOINTS TAPERED
THE SAME DAY AS THE MILLING OPERATION. ALL OVERLAY ROADWAY TIE-IN POINTS ARE TO BE MILLED 1.51, TO
ACHIEVE A SMOOTH TIE-IN TO EXISTING ASPHALT. LENGTH TO BE FIELD DETERMINED
30' q_ 30'
EX. R/W EX. R/W
lie
9' DITCH SECTION TO 5
BE INSTALLED BY BIKE 11'
MATTAMY LANE TRAVEL LANE TURN LANE TRAVEL LANE 3' 4.5' 3'
PROP.
WIDENING
VARIES VARIES VARIES �
�l 31 8:1 8% 3l
1.5" OVERLAY 4' SHOULDER @ 8%
TYPE 9.5C 1' PAVED & 3' GRASSED
7. SHOULDERS ARE TO BE RECONSTRUCTED AFTER RESURFACING. THE MATERIAL USED IN THE CONSTRUCTION OF 41 TYPICAL CROSS SECTION A -A APPROX. 1 +90 TO 3+10
EARTH SHOULDERS SHALL BE APPROVED BY THE ASSIGNED NCDOT ENGINEER OR INSPECTOR. (2 FEET OF PLAN
COMPACTED STONE MAY BE USED FOR FINISH GRADE OF SHOULDER).
8. CONTRACTOR SHALL WORK ON ONE SIDE OF ROAD ONLY.
9. THE SIDEWALKS AND/OR MULTI -USE PATHS SHOWN IN THESE PLANS ARE NOT TO BE CONSTRUCTED ALONG THE
STATE -MAINTAINED ROAD(S) IN THE EXISTING OR FUTURE PUBLIC R/W UNLESS THIS SITE IS ANNEXED INTO THE
MUNICIPAL LIMITS. THESE AREAS ARE TO BE GRADED WITH THIS PROJECT, TO ALLOW FOR FUTURE SIDEWALKS
AND/OR MULTI -USE PATHS TO BE CONSTRUCTED WHEN THIS AREA IS ANNEXED INTO THE MUNICIPAL LIMITS.
10. DUE TO HOUSE BILL 675, A BOND ESTIMATE SHALL BE SUBMITTED FOR ALL ITEMS OF WORK WITHIN NCDOT R/W.
ONCE BOND ESTIMATE HAS BEEN APPROVED THE BONDS CAN BE SET IN THE FORM OF A SURETY BOND, LETTER
OF CREDIT, OR CASHIER'S CHECK.
NCDOT STANDARD DRAWING REFERENCES
1. STD DWG 1101.11 (SHEET 4 OF 4) FOR SIGN SPACING.
2. STD DWG 1101.02 (SHEETS 1 AND 2) FOR TEMPORARY LANE CLOSURES.
3. STD DWG 1205.01 (SHEETS 1 AND 2) FOR PAVEMENT MARKING DIMENSIONS AND OFFSETS FROM LANE LINES.
RESERVATION:
NCDOT RESERVES THE RIGHT TO LIMIT THE NUMBER AND LOCATION OF ACCESS POINTS FOR ANY
FUTURE PROPOSED DEVELOPMENT THAT MAY OCCUR.
GENERAL NOTES:
1. SEE SHEET C10.09 FOR TRAFFIC CONTROL DETAILS
0 0
0
30' 30'
EX. R/W EX. R/W
1 "-50'
- - - - - - - PAVE
Ln
Ln
N �
P A
CD o- oo O VEMENT --
0
CTI
o-
Lrl 0
0 o O
i
TRAVEL
11
VARIABLE TRAVEL
LANE WIDTH
TAPER LANE WIDTH
EX. 2.5'
4' SHOULDER @
1' VARIES
WI TH VARRIES
C&G
1' PAVED & 3' GRASSEED
VARIES
VARIES
8%
PROP.
L Il
L
6' MILL &
1
WIDENING
OVERLAY TO
VARIES
E p
1.51' OVERLAY
MATCH EX.
-
TYPE 9.5C
GRADE
G I TYPICAL CROSS SECTION C-C (APPROX. 9+40 TO 10+50'
1 "-10' V I PLAN
35' 30'
PROP. R/W Ile EX. R/W
11' 5'
11' PLANTING 2.5' BIKE 11'
SUE STRIP &G LANE TRAVEL LANE TURN LANE TRAVEL LANE 1 34.5' 3'
6' PROP.
SW WIDENING
VARIES
1.5% VARIES VARIES
80 \1 Z.1
PROP. 1.5" OVERLAY 4' SHOULDER @ 8%
WIDENING TYPE 9.5C 1' PAVED & 3' GRASSED
VARI ES E D
C T
5 TYPICAL CROSS SECTION B-B APPROX. 3+10 TO 8+12
PLAN 7717
Raw
PAVEMENT SCHEDULE
C
PROP.
3.0" ASPHALT CONC. SURFACE COURSE, TYPE S9.5C IN TWO-1.5" LIFTS,
@ 112
LB/SY/IN IN EACH OF 2 LAYERS.
PROP.
4.0" ASPHALT CONC. INTERMEDIATE COURSE, TYPE 119.0C IN ONE LAYER,
D
@ 114
LB/SY/IN.
E
PROP.
5.5" ASPHALT CONC. BASE COURSE, TYPE B25.00 IN ONE LAYER
@ 114
LB/SY/IN.
T
EARTH
MATERIAL
U
EXISTING PAVEMENT
I PAVEMENT SECTIONS - EXT'G PUBLIC ROAD IMPROVEMENTS
LEGEND
PROPOSED 1.5 OVERLAY
PROPOSED FULL DEPTH ASPHALT WIDENING
PROPOSED 1.5" SPOT MILL AND
OVERLAY FOR SMOOTH TIE-IN
-XXX-
EX. CONTOUR
XXX
CONTOUR
STORM PIPE
CURB INLET
STORM MANHOLE
FLARED END SECTION
❑�
DROP INLET
EX. OHP POLE
PROP. OHP POLE RELOCATION
PROP. ROAD STRIPING
1 "-50'
= o
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SCALE:1" = 50'
0 25' 50' 100,
PPROTED FOR
ECKLENBLM(WLANNING WWRTMENT
2/01t(8 S I q n
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
y�ia��rc•�nmla
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
I I KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
CAR 04
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ea SEAL
030523
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SCALE 10-31-2022
AS INDICATED
DRAWING
ROADWAY IMPROVEMENTS PLAN
C10■00
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION

CHARLOTTE_ \
FINAL APPROVAL 12/28/2022
PROJ \ U4ER:' D �2021 - 0048 � �
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' II 1 PROP. OHP BEHIND
T EX. GAS EASEMENT I I/ SIDEWALK, TYPICAL
/ I ��I
PROP. STORM DRAIN GE SYSTEM \
MH 3-7 (NCDOT 840.52)
CI 3-6 (NCDOT 840.02)
Y
PROP. STOP SIGN (R1-1 30X30)
PROP. 10'X70' SIGHT TRIANGLE
PROP. 35'X35' SIGHT TRIANGLE
I
PROP. MH 3-
\ (NCDOT 840.52)
//
I PROP. SITE DRIVEWAY CDO j TYPE III
m
Ig5
o
q
PROP. 6' SIDEWALK ENDS
r
CF
PROP. OHP POLE RELOCATION
I
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PROP. C&G TURNOUT TRANSITION, TYP.
� -
PROP. DITCH, 3:1 FORESLOPE&
/
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SEE THIS SHEET FOR DETAIL
2:1 BACKSLOPE W/ 1' BASE
\
1
\
PROP. FES 3-3 (NCDOT 310.02)
` 1 PROP. 25' OF 15" CLASS IV RCP
\ INV. IN=789.45
FIB
-
PROP. PAVEMENT 2:1 TAPER, TYP.
\ INV. OUT= 789.32
\ _
-OPTIC
- -
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-•- • •
-•- ■ • •
60 EXISTING PUBLIC ROW
/ RELOCATION \ \ & 2:1 BACKSLOPE �-
GRADING, STORM DRAINAGE, AND UTILITY PLAN (SEE DPR CONSTRUCTION DOCUMENTS, SHEET C3.01 FOR PROP. STORM DESIGN DATA
PLAN
EOP, INSTALLED BY MATTAMY PER TOWNHOME
\
ROAD IMPROVEMENT REQUIREMENTS
PROP. 20 LF OF 1.5" MILLING AND
OVERLAY FOR SMOOTH TIE-IN
y-.
0
NX
------
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O O
IXX
I I r T r T T T
hR
I
rLE J L A
IPROP. 5' BIKE LANE
PROP. STOP SIGN
LIMIT OF PROP. NEAR SIDE STRIPING
PROP. SUE
WIDENING, STA. 3+20
(PROP EOP TO MATCH EX. EOP)
11' PLANT STRIP AND 6' WALK
PROP. RIW 35' FROM EXT'G C/L ROW
Le
uuuu
I�
422' APPROACH TAPER
120' BAY TAPER
180' LEFT TURN STORAGE
pp
O f0 FO f
° FO - 0F0 FO f0 FO FO
FO
0
0 0
0
0 0
1
0 0
0
0
r.i
NXrN
- _
�1- - -
PROP. 11' A -
? O MEDIAN LANE
PROP 8" YELLOW
DIAGONAL LINES @ 35'
OHP TO TIE BACK \OC STA 0+00 TO 5+40
INTO EX. POLE ROP EOP TO TIE INT EX. EOP
PPX. STA. 0+20
P OP STRIPING TO TIE I TO EX. STRIPING
A X. STA. 0+20
.) I PLEASANT GROVE ROAD - STRIPING PLAN
L I PLAN
a2 I PLEASANT GROVE ROAD - RIGHT OF WAY PLAN
. PROP. OHP POLE RELOCATION
o-
Cr,� OE
0 - --
P
l
PROP. 23OF 15" CLASS IV RCP
INV. I N= 788.40
INV. OUT= 787.90
1 �
FI9I
Ir o i
CD
i
O EX. CURB AND GUTTER, TYP.
Y -1 I
Q � �
1 "-50'
1
ALL EXISTING DRIVEWAYS TO BE MILLED FOR
SMOOTH TIE-IN, TYP,
1
EX. DRIVEWAYS TO BE RESTORED USING ASPHALT S9.5C / CONCRETE
APRON, 8" ABC. MATCH EXISTING DRIVEWAY WIDTH, TYP.
\.
PROP. PAVEMENT WIDENING
C \ V �� -� �� 0 - OE o
PROP. 1.5" PAVEMENT OVERLAY
_ 0-7 i° W
PROP. 20 LF OF 1.5" MILLING AND OVERLAY FOR SMOOTH TIE-IN `D
- - - o
0o m o joOE �,� o0 C)PAVVEMENT_ - -
cn ---
0 00 0 _
- -
\;: of
\oH -
X PROP 8" YELLOW DIAGONAL L
- PROP. EOP WIDENING - B - LINES @ 35' OC STA 7+60 TO 11+00 ¢ C
PROP. 1.5" PROP. 4" WHITE MINI (PROP TAPER)
PAVEMENT OVERLAY PROP. 4" PROP. WHITE ARROW PROP. TAP
YELLOW I LANE LINE SYMBOLS, (TYP)
35X35 AND 1OX70 SIGHT
TRIANGLES TYP BOTH SIDES
I -I [- -j
CURB RAMPS TYP BOTH SIDES
I � PER NCDOT DTL 848.05
A- PROP. EDGE OF PAVEMENT
EX. 4" DBL YELLOW CENTERLINE PROP. 4" WHITE EDGE LINE / EX. R/VV I
(TO BE OVERLAID AND RESTRIPED)
SPOT MILL 1.5" x 6'
FOR SMOOTH G I
TIE-IN TO EX. C&G b1i
i
v I
PLAN
13.
SEE SHEETS DPR SITE CONSTRUCTION PLANS FOR SITE INFORMATION, GRADING (C2.00), STORM DRAINAGE (C3.00), EROSION CONTROL
PAVEMENT MARKING NOTES
GENERAL
NOTES:
(C4.00), AND ALL RELATED NOTES AND DETAILS (C8.00).
14.
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
1. REQUIREMENTS FOR THE APPLICATION AND PLACEMENT OF THE MARKINGS SHALL BE IN STRICT ACCORDANCE WITH THE GUIDELINES
1.
CONSTRUCTION MATERIALS SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS
CONSTRUCTION.
AND REQUIREMENTS OUTLINED IN SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES HANDBOOK (1995 ENGLISH EDITION) WITH LATEST REVISION(S) THERETO. THIS PUBLICATION SHALL BE STRICTLY
2.
EXISTING BOUNDARY SURVEY AND SITE TOPOGRAPHY INFORMATION, INCLUDING PLEASANT GROVE RD, PREPARED BY DON ALLEN
15.
ALL AASHTO AND OSHA GUIDELINES FOR SAFETY ARE TO BE ADHERED TO.
ADHERED TO REGARDING MATERIALS, PLACEMENT OF PAVEMENT MARKINGS AND WEATHER LIMITATIONS FOR THIS WORK.
ASSOCIATES, PA. DATED 08 / 05 / 2019. UPDATED PLEASANT GROVE RD SURVEY AND TOPOGRAPHIC INFORMATION PREPARED BY
16.
PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. MUST BE INSTALLED WHEN WORKING WITHIN THE STATE RIGHT-OF-WAY TO ENSURE
CAROLINA GEOMATICS, PLLC. DATED 05-03-2022.
2. THE PAVEMENT MARKINGS REQUIRED TO BE INSTALLED SHALL MATCH TO AND ALIGN WITH EXISTING CONDITIONS AND MARKINGS. THE
PUBLIC SAFETY IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND ANY
CONTRACTOR SHALL PROVIDE THERMOPLASTIC MARKINGS AT ALL LOCATIONS EXCEPT FOR TEMPORARY MARKINGS UNTIL
3.
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING AND COORDINATING WITH APPROPRIATE PARTIES AND ASSURING THAT
SUPPLEMENTS THEREOF.
THERMOPLASTIC CAN BE APPLIED.
EXISTING UTILITIES ABOVE AND BELOW GROUND THAT WILL BE AFFECTED BY THE WIDENDING ARE LOCATED AND VERIFIED PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION. CALL 1-800-632-4949 (OR 811) 72 HOURS PRIOR BEFORE COMMENCEMENT OF WORK
17.
ALL PAVED DRIVEWAYS DISTURBED BY THIS WORK SHALL BE RESTORED WITH PAVED APRONS, MATCHING THE SECTION AND CONDITION OF
3. INSTALLATION OF THE PAVEMENT MARKINGS FOR NEWLY CONSTRUCTED TURN LANES AS REQUIRED FOR ACCESS PERMIT APPROVAL
FOR UTILITY LOCATING SERVICES.
THE EXISTING DRIVEWAY.
BY NCDOT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER (OR CONTRACTOR EMPLOYED BY THE DEVELOPER). THE CONTRACTOR
SHALL BE REQUIRED TO PRE -MARK THE PAVEMENT PRIOR TO THE ACTUAL APPLICATION OF MARKINGS AND SHALL SCHEDULE A
4.
TRAFFIC CONTROL DEVICES ARE TO BE INSTALLED PER NCDOT. REFER TO NCDOT STD DETAILS 1101.02.
18.
ALL CONSTRUCTION WORKERS FOR SITE WORK SHALL PARK INSIDE THE SITE AND OFF THE STATE RIGHT-OF-WAY.
PRE -MARKING INSPECTION REVIEW WITH NCDOT TRAFFIC SERVICES AT [phone] AT LEAST ONE WEEK PRIOR TO APPLICATION OF
MARKINGS. PAVEMENT MARKINGS SHALL NOT BE INSTALLED UNTIL AFTER FIELD REVIEWAND APPROVAL BY TRAFFIC SERVICES,
5.
THE UTILITIES SHOWN IN PLAN VIEW AND IN CROSS -SECTIONS ARE APPROXIMATE. CONTRACTOR IS FULLY RESPONSIBLE FOR
19.
DURING NON -WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT-OF-WAY LINE AS POSSIBLE AND SHALL BE PROPERLY
AND/OR THE DISTRICT ENGINEER. THESE INSPECTIONS SHALL NOT BE CONDUCTED UNTIL AFTER THE ACCESS PERMIT IS APPROVED.
CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED BOTH HORIZONTALLY AND
BARRICADED IN ORDER TO PREVENT ANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANES.
VERTICALLY AND MEET CLEAR ZONE REQUIREMENTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. ALL TRAFFIC
20.
ANY DRAINAGE STRUCTURE DISTURBED OR DAMAGED SHALL BE RESTORED TO ITS ORIGIONAL OR BETTER CONDITION AS DIRECTED BY THE
CONTROL OPERATIONS SHALL BE IN ACCORDANCE WITH MUTCD POLICIES, STANDARDS AND GUIDELINES OF THE NCDOT, AND AS
6.
CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ANY DRAINAGE STRUCTURES PRIOR TO THE COMMENCEMENT OF
DISTRICT OFFICE.
INDICATED ON THESE PLANS.
CONSTRUCTION.
7
ALL DRAINAGE FACILITIES MUST BE CONSTRUCTED IN COMPLIANCE WITH NCDOT STANDARDS AND SHALL BE COORDINATED WITH
21.
POSITIVE DRAINAGE IS REQUIRED ON ROADWAY AND SHOULDER SECTIONS AND DITCHES AND DRIVEWAY ENTRANCES.
NCDOT RIGHT-OF-WAY SEEDING REQUIREMENTS LEGEND
LIMIT OF PROP. 1.5"
PAVEMENT OVERLAY EX. 8" WHITE LANE LINE,
STA. 11 +00 TO REMAIN
O C I _
PROP. 4" WHITE MINI -SKIP LINES
it
1 "-50'
1 "-50'
6„ I SURFACE COURSE
INTERMEDIATE COURSE
BASE COURSE
ol I NCDOT CURB & GUTTER INSTALLATION DETAIL
I CROSS SECTION
RESERVATION:
NCDOT RESERVES THE RIGHT TO LIMIT THE NUMBER
AND LOCATION OF ACCESS POINTS FOR ANY FUTURE
PROPOSED DEVELOPMENT THAT MAY OCCUR.
THE NCDOT AND CHARLOTTE ENGINEERING DEPARTMENTS.
22.
NO TRENCH DROP OFFS GREATER THAN 2" ARE TO BE LEFT NEXT TO ROADWAY FOR TRAVELLING PUBLIC.
EX. RIGHT OF WAY
-XXX-
EX. CONTOUR
8. A RIGHT-OF-WAY ENCROACHMENT AGREEMENT IS REQUIRED FOR THE INSTALLATION OF ALL NON-STANDARD ITEMS (IRRIGATION
AUGUST 1 - JUNE 1 MAY 1 - SEPTEMBER 1
23.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SLOPE IS TO BE USED ON ALL BACK SLOPES. MAXIMUM CUT AND FILL
��� ���
RIGHT OF WAY DEDICATION
�
CONTOUR
SYSTEMS, DECORATIVE CONCRETE PAVEMENT, BRICK PAVERS, ETC.) WITHIN A PROPOSED/EXISTING COUNTY MAINTAINED STREET
SLOPES SHALL NOT EXCEED 2:1 WITHIN THE RIGHT-OF-WAY.
RIGHT OF WAY BY A PRIVATE INDIVIDUAL, GROUP, BUSINESS, OR HOMEOWNER'S/BUSINESS ASSOCIATION. AN ENCROACHMENT
100# KY 31 TALL FESCUE 1003 KY 31 TALL FESCUE
AGREEMENT MUST BE APPROVED BY NCDOT PRIOR TO CONSTRUCTION/INSTALLATION OF THE NON-STANDARD ITEMS. CONTRACT
OR ALTA TALL FECSUE OR ALTA TALL FESCUE
EXISTING R/W
STORM PIPE
NCDOT FOR ADDITIONAL INFORMATION CONCERNING COST, SUBMITTAL AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
24.
ALL ROADWAY SIGNS THAT ARE REMOVED DUE TO CONSTRUCTION MUST BE REINSTALLED AS SOON AS POSSIBLE.
153 ALTA TALL FESCUE 15# KENIBLUE BLUEGRASS
15# RELIANT HARD FESCUE 15# RELIANT HARD FESCUE
CURB INLET
25.
RESTORATION SEEDING AND MULCHING MUST BE COMPLETED WITHIN 14 CALENDAR DAYS AFTER INITIAL SOIL DISTURBING ACTIVITY.
DEVELOPER R/W
9. NO VEGETATION INCLUDING ANY TREES. SHRUBS, OR UNDERBRUSH IN OR ON EXISTING OR PROPOSED NCDOT RIGHTS OF WAY
500# FERTILIZER 25# KOBE OF KOREAN LESPEDEZA
STORM MANHOLE
SHALL BE PLANTED WITHOUT HAVING A WRITTEN VEGETATION PLANTING PERMIT ISSUED BY THE ROADSIDE ENVIRONMENTAL UNIT
26.
ALL AREAS INVOLVED SHALL BE LEFT IN A NEAT AND SATISFACTORY CONDITION.
400# LIMESTONE 500# FERTILIZER
TEMPORARY CONSTRUCTION
(CONTACT BRUCE MEYER AT [phone]). THE APPROVED DRIVEWAY PERMIT DOES NOT COVER PLANTING WITHIN STATE RIGHTS
400# LIMESTONE
0 0
EASEMENT
�
FLARED END SECTION
OF WAYS. A VEGETATION PLANTING PERMIT IS A SEPARATE PERMITTING PROCESS AND WILL NEED TO BE APPLIED FOR PRIOR TO
27
TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE NOTED.
PLANTING WITHIN NCDOT RIGHTS OF WAYS. VEGETATION PLANTING PERMIT MUST BE PROVIDED PRIOR TO ISSUANCE OF FINAL
ON CUT AND FILL SLOPES 2:1 OR STEEPER ADD 25# RYE GRAIN NOVEMBER 1 THROUGH MARCH 1.
DROP INLET
APPROVAL/BOND RELEASE.
28.
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 A.M. TO 9:00 A.M. AND FROM 4:00 P.M. TO 6:00 P.M. ON REGULAR
ON CUT AND FILL SLOPES 2:1 OR STEEPER ADD 30# SERICEA LESPEDEZA JANUARY 1 THROUGH DECEMBER 1.
PROP. ROAD STRIPING
BUSINESS DAYS (MONDAY - FRIDAY). (SUBJECT TO CHANGE BASED ON TRAFFIC VOLUMES OF ROADWAY AND WORK PHASES).
CQC
EX. OHP POLE
10. CONTRACTOR TO BE RESPONSIBLE FOR ALL UTILITY RELOCATION NEEDED FOR CONSTRUCTION OF ROADWAY IMPROVEMENTS.
FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE NCDOT ENGINEER A DIFFERENT
29.
ALL EXISTING DRIVEWAYS SHALL REMAIN OPEN DURING LANE CLOSURE.
ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF
®
PROP. OHP POLE RELOCATION
11. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL UNDERGROUND AND OVERHEAD UTILITIES. APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS A 10-20-20 ANALYSIS..
12. EXISTING EDGE LINE SHALL BE REMOVED AND/OR COMPLETELY COVERED WITH NEW ASPHALT WHEN PAVING. 30. USE ONLY DRUMS, NOT CONES, FOR TRAFFIC CONTROL.
31. SEE SHEET C10.02 FOR NCDOT TRAFFIC CONTROL DETAILS.
SCALE: 1" = 50'
0 25' 50' 100,
PPROTED FOR
ECKLENBIt(WLANNING WWRTMENT
it 11IN"I 1
master planning . civil engineering
urban design .landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
\\\\\\\\\ IIIC IAI II IRINO4/ ///////i
2oQ9��SS�0%
as SEAL
030523
NGI NE°° N
SCALE 10-31-2022
AS INDICATED
DRAWING
ROADWAY IMPROVEMENTS
C 10.01
ORIGINAL SHEET SIZE: 24" X 36"
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.

FINAL APPROVAL 12/28/2022
CHARLOTTE_ PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTROL
URBAN
FORESTRY
TREE
ORDINANCE
C
OT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
N
0
N
0
N
0
U
W
x
0
0
0
0
0
0
0
cal
-a
0
EL
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
GENERAL CROSS—SECTION NOTES:
1. WEDGING MAY BE REQUIRED TO ADJUST CROSS SLOPES IN ORDER TO OBTAIN
POSITIVE DRAINAGE. (SEE DETAIL SHEET C10.09)
2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE
ROADWAY.
3. DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL
CLEARANCE(S) ARE MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING
THE CONSTRUCTION PHASE(S).
4. SEE SHEET C10.00 FOR EX. CONDITIONS AND ROAD WIDENING PLAN, C10.01 FOR
PROPOSED ROADWAY GRADING, UTILITIES, AND STRIPING.
788
786
784
782
780
778
776
774
4-
PROP.
BIKE LN. 5.00'
PROP. LN. WIDTH
11.00'
PROP. TAPER
11.00'
PROP. LN.
WIDTH 11.00'
0
N
N
Q-------
--
------
------ -------
°p
°
EX. LN. W/DTH 23.58'
N
EX. LN. W/DTH 17.58' r�
n
N
EX. NA4=-10.24
U
pa
II
W�
pEX.
WW
FIBER OP77C LINE=-19.70
W W
W
PLEASANT GROVE - CL - STATION
+00.00
-50
788
786
784
782
780
778
776
774
-40
-30
-20
-10
0
10
20
30
40
788
786
784
782
780
778
776
774
50
v
N
PROP.
BIKE LN. 5.00' PROP. LN. WIDTH
11.00' PROP. T
PER 11.00' PROP.
LN. WIDTH 11.00'
'O
o
�S N
00
N
o
o N r
U r
I I
o
00
w
r
k --
W --
-----
----
Oki O r-
a-
__
w u
EX. LN. W/DTH 17.19'
EX. LN. W/OTH 8.45'
EX. LN.
WIDTH 12.69'
,-
w
�� -�
- - - - ---
a w
-1.95%
- � °
- --
- - - - - - -
�
- -
- - - - - - - - - - - -
�
°p
v
h
N
n�
-1.36% O .�
-0.85%
�
p
C�
Wm
p�
L6
Wn
�
WW
II
W WW
EX. FIB R OF77C L/NE=-18.7
EX. WM=-10. 02
PROP. 6.00' MILL AND
TO MATCH EX. EOP GRAD
CVERLAY
PLEASANT GROVE - CL - STATION
+50.00
772
-50
788
786
784
782
780
778
776
774
772
-50
784
782
780
778
776
774
77 -50
-40
-30
-20
-10
N
10
20
30
40
-40 -30 -20 -10 0 10 20 30 40
PROP. BIKE LN. 5.00' PROP. LN. WIDTH 11.00'
PRC]P TOPFR 99 nn'
PPnP I AI IAIIr1TH 99 nn' PRC]P Pavim SRHCN II r1FR inn,
EX. GRAVEL DRIVE TO
BE RESTORED TO
EXISTING CONDITIONS
WITH CONCRETE APRON
-40 -30 -20 -10 0 10 20 30 40
788
786
784
782
780
778
776
774
772
50
788
786
784
782
780
778
776
774
772
50
784
782
780
778
776
774
50 72
PPRO ED FOR
ECKLENB LANNING RTMENT
2 asIaq r1
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: B.S
DRAWN BY: B.H B.L
CHECKED BY: B.S H.N
SEAL
\\\\\\\0 II IC IAI II IIR Oz////i
as SEAL
030523
NGI NEaa
%,tiy°aaaaa
N GUI
SCALE 10-31-2022
AS INDICATED
DRAWING
ROAD CROSS SECTIONS
SCALE:1" = 5'
0 2.5' 5' 10,
C 10.02
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"

•
CHARMTTE_
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTROL
URBAN
FORESTRY
TREE
ORDINANCE
C
OT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
EL
N
N
N
0
N
00
N
0
W
x
0
Q
0
EL
00
0
0
N
-a
0
EL
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
GENERAL CROSS-SECTION NOTES:
1. WEDGING MAY BE REQUIRED TO ADJUST CROSS SLOPES IN ORDER TO OBTAIN
POSITIVE DRAINAGE. (SEE DETAIL SHEET C10.09)
2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE
ROADWAY.
3. DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL
CLEARANCE(S) ARE MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING
THE CONSTRUCTION PHASE(S).
4. SEE SHEET C10.00 FOR EX. CONDITIONS AND ROAD WIDENING PLAN, C10.01 FOR
PROPOSED ROADWAY GRADING, UTILITIES, AND STRIPING.
784
782
780
778
776
774
772
770
-50
784
782
780
778
776
774
772
770
76 -50
784
782
780
778
776
774
772
770
-50
78,
78:
781
7T
771
77,
77:
771
PROP_ RIKF IN 5_nn, PROP_ I N_ WInTH 11_nn, PROP_ TAPFR 11_nn, PROP_ I N_ WInTH 11_nn, PROP_ PA\/Fn SHOIII nFR inn,
-40 -30 -20 -10 0 10 20 30 40
PPnP RIKF I N 5 nn, PPnP I N 1AnnTH 99 nn, PPnP TAPFR 99 nn, PPnP I N 1AnnTH 99 nn, PRC]P PAVFn SRHCN II nFR inn,
-40 -30 -20 -10 0 10 20 30 40
PR(1P RIKF I AI s nn, PR(1P I AI IAIInTH 99 nn, PR(1P TAPFR 99 nn, PR(1P I AI 1A11nTI4 99 nn, PR(1P PAI/Fn CH(1111 nFR 9 nn,
-40 -30 -20 -10 0 10 20 30 40
PROP RIKF I AI 5 nn, PROP I AI IAIInTH 99 nn, PROP TAPFR 99 nn, PROP I AI IAIInTH 99 nn, PROP PAVFr1 SRHOI II r1FR inn,
784
782
780
778
776
774
772
770
50
784
782
780
778
776
774
772
770
50 68
784
782
780
778
776
774
772
770
50
784
782
780
778
776
774
772
770
0
PPRO ED FOR
ECKLENB LANNING RTMENT
of 2101 (8t s I n
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
y�1a��rc•�nmla
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: B.S
DRAWN BY: B.H B.L
CHECKED BY: B.S H.N
SEAL
\\\\\\\\\ II IC IAI I IIR O�
S °
Zz
Doti
as SEAL
= 030523
IN °
N
SCALE 10-31-2022
AS INDICATED
DRAWING
ROAD CROSS SECTIONS
SCALE: 1" = 5'
0 2.5' 5' 1 0'
RE= C 1
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
OmO3
ORIGINAL SHEET SIZE: 24" X 36"

•
CHARMTTE_
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTROL
URBAN
FORESTRY
TREE
ORDINANCE
C
OT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
O
O
O
c�
O
cal
O
O
O
00
O
O
O
O
O
O
Lw
O
x
O
O
O
O
00
10
O
O
O
-a
0
EL
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
GENERAL CROSS-SECTION NOTES:
1. WEDGING MAY BE REQUIRED TO ADJUST CROSS SLOPES IN ORDER TO OBTAIN
POSITIVE DRAINAGE. (SEE DETAIL SHEET C10.09)
2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE
ROADWAY.
3. DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL
CLEARANCE(S) ARE MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING
THE CONSTRUCTION PHASE(S).
4. SEE SHEET C10.00 FOR EX. CONDITIONS AND ROAD WIDENING PLAN, C10.01 FOR
PROPOSED ROADWAY GRADING, UTILITIES, AND STRIPING.
SCALE: 1" = 5'
0 2.5' 5' 10,
784
782
780
778
776
774
772
770
LO
00
I�SI
N
I-
0II
I I
o
O
r
J
EX. LN. WIDTH 16.33'
w EX. LN. WIDTH 10.63'
-1.94%
PROP. TCE 10.00'
1 Mp)C
k
l�
�
J
w _
°
-2.43 /o
r
PROP. WIDENING 6.87'
----------------
-------
k\
O^
- - - - - - - - - - - - -
------
_---
--------
I
�u�u
Lun
_ ----
°p
-- ---- ------
--------
EX. FIBER OPAC LINE=-18.
4
�o�
k�l.
W W
PROP. 1' PAVED AND 3'
- - -
^
EX. WM=-12.32
GRASS SHOULDER
WW
PROP. WIDENING 5.17'
PLEASANT GROVE - CL - STATION
+50.00
-50
784
782
780
778
776
774
772
770
-40
-30
-20
-10
L
FUTURE FRED ALEXANDER
INTERSECT/ON
10
20
30
40
784
782
780
778
776
774
772
770
50
_
0LO
L
N
a�
II
JIB
OIL �S
LUII Q)
O
LU
W`
d W
-2.14%
EX. LN. WIDTH
11.65' a w EX. LN. {MOTH
9.96'
-1.52%
a w k PROP. TCE 10.00'
3:
W
\_
-2.14Z
-1.52Z
PROP. WIDENING7.54'
----------
_____________________N
a^
_ - - - - - - - -
-----------
---_
E
FIBEROP7CLINE=-22.37
�N
O'PAVED AND 3'
---
EX. WM=-12.89
WW
GRASS SHOULDER
PROP. WIDENING 9.85'
PLEASANT GROVE - CL - STATION
+70.67
-50
786
784
782
780
778
776
774
772
770
-40
vi
-30
-20
-10
Al
10
20
30
40
784
782
780
778
776
774
772
770
50
PROP.
BIKE LN. 5.00'
PROP. LN. WIDTH
11.00' PROP. TAPER 11.00' PROP. LN.
WIDTH 11.00'
PROP.
PAVED SHOULDER 1.00'
1or>
_
N
o
v
II 6
II
a0 00
00
JI-
U 11
ar
Ow u
Oki
mCOOki
W 11
d W
3''1
a w
1_82%
EX. LN. W/OTH 11.4T
EX. LN. WIDTH 10.13'
1.91%
a w
r
PROP. TCE 10.00'
-8.00 °
Lz
....
°
11
----
-----
N
�
o�
PROP. WIDENING 7.38'
5.00'
------
-----------
-------- ---
p^o
WW
WN
11
PROP. 1' PAVED AND 3'
-
EX. FIBER O
IJC L/NE=-24.49�� E WM=_1270 ago
2
GRASS SHOULDER
PROP. WIDENING 10.03' W W
PLEASANT GROVE - CL - STATION
+00.00
-50
786
784
782
780
778
776
774
772
770
768
-40
-30
786
784
782
780
778
776
774
772
770
PPRO ED FOR
ECKLENB LANNING RTMENT
of 2101 (8� s I n
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
-20 -10 0 10 20 30 40 50 PROJ. MANAGER: B.S
DRAWN BY: B.H B.L
CHECKED BY: B.S H.N
PROP. BIKE LN. 5.0 ' PROP. LN. WIDTH 11.00' PROP. TAPER 11.00' PROP. LN. WIDTH 11.00' PROP. PAVED SHOULDER 1.00' SEAL
PROP. SUE 11.00'
0
0
Ln
0�
N
o
ro
0
N
N
O
I
I
1i �
op
J V 11
r r O
a ono O QC
a
O
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O °I-°
0
a
QC
w 11
a �
EX. LN. WIDTH
� _J
11.18' a w EX. LN. WIOTH
10.44'
w u m CO k PROP. TCE 10.00'
= l�
0
2.26 0
a w g.
0%
~ I-
__--
``
-1.06%
-2.26% v '�_--'
-�
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5.00'
-----------------
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N
ro
^
^
II rn
f- o
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1100
W ro
----
EX. FIBER OP L/NE=
27.09
W W
W ro
11
k �1
W W
PROP. 1' PAVED AND 3'
GRASS SHOULDER
PROP. 36" STORM PIPE
EX WM=-12.56
WW
I NV. 771.25
PROP. WIDENING 10.32'
PLEASANT GROVE - CL - STATION
+50.00
-50
-40
-30
-20
786
784
782
780
778
776
SCALE
774 AS INDICATED
772 DRAWING
ROAD CROSS SECTIONS
770
-10 0 10 20 30 40 50 68
G 1
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
\\\\\\\\\ II I IC IAI IIR O TAAA///i
20Q9��SS16%
as SEAL
030523
NGI NEaa
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10-31-2022
0004
ORIGINAL SHEET SIZE: 24" X 36"

•
CHARMTTE_
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
MM M QI IC AA nn.
PPROTED FOR
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTROL
URBAN
FORESTRY
TREE
ORDINANCE
C
OT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
EL
Ln
O
N
N
O
N
00
N
\
O
\
U
W
cr)
x
0
Q
0
EL
00
rq
O
O
N
-a
0
EL
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
GENERAL CROSS-SECTION NOTES:
1. WEDGING MAY BE REQUIRED TO ADJUST CROSS SLOPES IN ORDER TO OBTAIN
POSITIVE DRAINAGE. (SEE DETAIL SHEET C10.09)
2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE
ROADWAY.
3. DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL
CLEARANCE(S) ARE MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING
THE CONSTRUCTION PHASE(S).
4. SEE SHEET C10.00 FOR EX. CONDITIONS AND ROAD WIDENING PLAN, C10.01 FOR
PROPOSED ROADWAY GRADING, UTILITIES, AND STRIPING.
SCALE: 1" = 5'
0 2.5' 5' 10,
788
786
784
782
780
778
776
774
772
770
768
790
788
786
784
782
780
778
776
774
772
770
768
o
p
PROP.
I
BIKE LN. 5.00'
PROP. LN. WIDTH
I I I
11.00' PROP. TURN LN. 11.00' PROP. LN.
WIDTH 11.00'
PROP.
I o�
PAVED SHOULDER 1.00' of
I?
O
Q
O
�
II
�1
0
NO
a
S
oc
00
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EX. LN. W1D7H 11.08' W EX. LN. WTD1H 10.5B'
MpX
a
J
J
PROP. TCE 10.00'
'Ti
a W
°
0.95 /o
-2.94%
IL LU
U
~
-8.00°
r
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---------_ .;...,
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1
- - - - - - - - - - - - - - - - - - - - -
--------------------
--
-
--------
o
ON
h
°
N
o N
o
PROP. WIDENING 6.92'
EX FIBER OP77C LINE=
26.95�
II rn
j
II
lz
W�
WN
1' PAVED AND 3'
EX. 9M=-12.71
�' �'
�'
�'
GRASS SHOULDER
PROP. 36" STORM PIPE
PROP. WIDENING 10.42'
1 NV. 771.55
PLEASANT GROVE - CL - STATION
+00.00
-20 -10 0 10 20 30 40 5
i0 -40
-30
r rcvr. �u�
.vv
_F
oS
0
L
o
PROP.
BIKE LN. 5.0 ' PROP. LN. WIDTH
11.00' PROP. TURN LN. 11.00' PROP. LN. WIDTH 11.00' PROP.
PAVED SHOULDER 1.00'
O
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- -
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EX. FIBER OP77C L/NE
-26.62
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PROP. WIDENING 6.73'
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GRASS SHOULDER
W W
EX. WM=-12.86
PROP. 36" STORM PIPE
PROP. WIDENING 10.42'
INV. 771.85
PLEASANT GROVE - CL - STATION
+50.00
-50
792
790
788
786
784
782
780
778
776
774
772
770
768
-50 -40 -30 -20 -10 0 10 20 30 40 50
PROP SUE 11 00'
-40
-30
-20
-10
L11
10
20
01
M
788
786
784
782
780
778
776
774
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770
768
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784
782
780
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772
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50 68
792
790
788
786
784
782
780
778
776
774
772
770
768
In
PKUP. SUh
11.00'
o
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M
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PROP. BIKE LN. 5.00' PROP. LN. WIDTH 11.00' PROP. TURN LN. 11.00' PROP. LN. WIDTH 11.00' PROP. PAVED SHOULDER 1.00'
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PROP. 36" STORM PIPE
INV. 772.15
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PROP. WIDENING 6.95'
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EX H 1=-12.48
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PROP.
WIDENING 10.27'
PROP. 36" STORM PIPE
INV. 772.45
PLEASANT GROVE - CL - STATION
+50.00
792
790
788
786
784
782
780
778
776
774
772
770
768
792
790
788
786
784
782
780
778
776
774
772
770
768
ECK4ENBLANdNINGRTMENT
of � , i �1
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: B.S
DRAWN BY: B.H B.L
CHECKED BY: B.S H.N
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COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"

FINAL APPROVAL 12/28/2022
CIURLOTTE_ PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTROL
U
BAN FORESTRY
TREE
ORDINANCE
C
OT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
0
N
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0
N
0
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Un
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0
0
0
0
0
0
cal
-a
0
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Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
GENERAL CROSS-SECTION NOTES:
1. WEDGING MAY BE REQUIRED TO ADJUST CROSS SLOPES IN ORDER TO OBTAIN
POSITIVE DRAINAGE. (SEE DETAIL SHEET C10.09)
2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE
ROADWAY.
3. DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL
CLEARANCE(S) ARE MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING
THE CONSTRUCTION PHASE(S).
4. SEE SHEET C10.00 FOR EX. CONDITIONS AND ROAD WIDENING PLAN, C10.01 FOR
PROPOSED ROADWAY GRADING, UTILITIES, AND STRIPING.
794
792
790
788
786
784
782
780
778
776
774
772
770
PROP. SUE
11.00'
N
,�
PROP. TCE 10.00'
o
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PROP. BIKE LN. 5.00' PROP. LN. WIDTH 11.00, PROP. TURN LN. 11.00' PROP. LN. WIDTH 11.00' PROP. PAVED SHOULDER 1.00'
LP
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II a C0
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0
EX. LN.
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II
IL LU
TH 11.11' EX. LN. W/OTH
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10.50'
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0
EX. WM=-12 75
"�
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k �I•
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II ro
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PROP. WIDENING7.00'
PROP. 1' PAVED AND 3
GRASS SHOULDER
W W
PROP.
WIDENING 10.39'
PROP. 36" STORM PIPE
INV. 772.75
PLEASANT GROVE - CL - STATION
+00.00
-50
-40
-30
-20
PROP. SITE
r� ACCESS DRIVE
-10
C�]
PROPOSED SITE ACCESS
INTERSECTION
W
10
20
01
40
794
792
790
788
786
784
782
780
778
776
774
772
770
50
o
Ij
o
M
PROP. BIKE LN. 5.00' PROP. LN. WIDTH
11.00' PROP. TURNLN.
11.00' PROP.
LN. WIDTH 11.00' PROP. PAVED SHOULDER 1.00' N
0
k
N M
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19
a
W
li
00
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af
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00
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W II
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EX. FIBER OPT/C L/NE=-28.
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PLEASANT GROVE - CL - STATION
+38.08
-
794
792
790
788
786
784
782
780
778'
50
-40
-30 -20
PROP. SITE
-10
0
PROPOSED SITE ACCESS
INTERSECTION
10
20
30
40
794
792
790
788
786
784
782
780
778
50
0
M
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li
I
PROP. BIKE LN. 5.00' PROP. LN. WIDTH
11.00' PROP. TURN
LN. 11.00' PROP.
LN. WIDTH 11.00' PROP. PAVED SHOULDER 1.00' `a
II
o
N
a
N N
m
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p
d
00
r-
u
0
k
r
w II
I I
a
W
r-
O W
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Df J
II
m M
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EX. LN. WDTH 10.94' Lu EX. LN. WDTH 10.59'
w
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LU
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-2.67Z
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EX. FIBER OPAC LINE=-28.3
J
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PROP. 24" STORM PIPE
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INV. 782.21
PROP. WIDENING 6.91'
II
O�
W
WM=-1301�
k \I
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EX.
a r;
I\
PROP. 1' PAVED AND 3'
PROP. 4'
W
W
GRASS SHOULDER
W
CONCRETE
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PROP. WIDENING 10.57'
PLEASANT GROVE - CL - STATION
+50.00
794
792
790
788
786
784
782
780
778
_50
-40
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784
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0
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W II
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m
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LOU
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a w
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EX. LN. WDTH 16.84'
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PROP. WIDENING 5.60'
PROP. WIDENING 6.00'
p
o
0
W W
IIN
PROP. 1' PAVED AND 3'
GRASS SHOULDER
ro
W
EX. FIBER OPT/C L/NE=
26.31
W
EX. NA4=-13.28
W W
PROP. 1' PAVED AND 3'
Ex 24" RC
=-15.36
GRASS SHOULDER
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.68
PLEASANT GROVE - CL -STATION
+00.00
794
792
790
788
786
784
782
780
778
776
774
772
-50
-40
-30
-20
-10
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10
20
40
794
792
790
788
786
784
782
780
778
776
774
772
50
PPRO ED FOR
ECKLENB CANNING RTMENT
2/01 � , I n
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: B.S
DRAWN BY: B.H B.L
CHECKED BY: B.S H.N
SEAL
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0 2.5' 5' 10,
C 1
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
OmO6
ORIGINAL SHEET SIZE: 24" X 36"

FINAL APPROVAL 12/28/2022
CIURLOTTE_ PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTROL
URBAN
FORESTRY
TREE
ORDINANCE
C
OT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
EL
Cfl
CN
00
\
6
Lw
0
00
\
-a
0
EL
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
GENERAL CROSS-SECTION NOTES:
1. WEDGING MAY BE REQUIRED TO ADJUST CROSS SLOPES IN ORDER TO OBTAIN
POSITIVE DRAINAGE. (SEE DETAIL SHEET C10.09)
2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE
ROADWAY.
3. DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL
CLEARANCE(S) ARE MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING
THE CONSTRUCTION PHASE(S).
4. SEE SHEET C10.00 FOR EX. CONDITIONS AND ROAD WIDENING PLAN, C10.01 FOR
PROPOSED ROADWAY GRADING, UTILITIES, AND STRIPING.
796
794
792
790
788
786
784
782
780
PROP. PAVED SHOULDER
T__
1.00,
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+50.00
-50
796
794
792
790
788
786
784
782
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-30
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10
20
30
40
796
794
792
790
788
786
784
782
780
50
PROP. PAVED SHOULDER
1.00'
PROP. LN. WIDTH 11.00' PROP. TAPER
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W n
k �I.
PROP. 1' PAVED AND 3'
GRASS SHOULDER
PROP.
WIDENING 4.63'
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+00.00
-50
796
794
792
790
788
786
784
782
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796
794
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788
786
784
782
50
r�
PROP. 1' PAVED AND 3'
GRASS SHOULDER
EX. GRAVEL DRIVE TO _
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EXISTING CONDITIONS N
3
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a- w
W
a w
4.73%
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8.00%
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O�INV E1.=788.
N
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PROP 15" RCP CLASS IV=24.24
INV. EI.=788.16
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EX. W=-13.54
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PROP. 6.00' MILL AND OVERLAY TO MATCH EX. EOP GRADE
ao
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I
EX. GAS LINE=11.00
PROP.
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EX. ASPHAL
T DRIVE
PLEASANT GROVE - CL - STATION
+12.20
-50
796
794
792
790
788
786
784
782
-40
-30
-20
-10
10
20
30
40
796
794
792
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784
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50
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WW
WW
WW
PROP.
WIDENING 3.77'
PLEASANT GROVE - CL - STATION
+50.00
-50
-40
-30
-20
-10
L
10
20
30
40
796
794
792
790
788
786
784
5782
0 ED FOR
PR ECKLENB LRTMENT
2/Ns� I aq n
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: B.S
DRAWN BY: B.H B.L
CHECKED BY: B.S H.N
SEAL
\\\\\\\\2\ II IC IAI I IIR O�
`C '"�sS
as SEAL
030523
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NE
NGI aa
%,tiy°aaaaa
N
SCALE 10-31-2022
AS INDICATED
DRAWING
ROAD CROSS SECTIONS
SCALE:1" = 5'
0 2.5' 5' 10,
MUM C 10.07
COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"

FINAL APPROVAL 12/28/2022
CHARLOTTE_ PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTROL
URBAN
FORESTRY
TREE
ORDINANCE
C
OT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
O
O
O
OI
�o
O
CNI
O
O
O
00
O
O
O
O
O
O
Lw
O
x
O
O
O
O
00
10
O
O
O
-a
0
EL
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
GENERAL CROSS—SECTION NOTES:
1. WEDGING MAY BE REQUIRED TO ADJUST CROSS SLOPES IN ORDER TO OBTAIN
POSITIVE DRAINAGE. (SEE DETAIL SHEET C10.09)
2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE
ROADWAY.
3. DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL
CLEARANCE(S) ARE MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING
THE CONSTRUCTION PHASE(S).
4. SEE SHEET C10.00 FOR EX. CONDITIONS AND ROAD WIDENING PLAN, C10.01 FOR
PROPOSED ROADWAY GRADING, UTILITIES, AND STRIPING.
802
800
798
796
794
792
790
788
786
784
-50
800
798
796
794
792
790
788
786
784
-40 -30 -20 -10 0 10 20 30 40
802
800
798
796
794
792
790
788
786
784
50
PROP.
PAVED SHOULDER 1.00'
PROP. LN. WIDTH 11.00' PROP. TAPE
2.16' PROP. LN. WIDTH 11.00'
goo
PROP. 1' PAVED AND 3'
p
`j
GRASS SHOULDER
m
0C
o
O
°
00
3
u
----------
o 1-
LLJ
0
II
m
o d w
EX. LN. W1DTH 11.12'
EX. LN. W1DTH
18.06'
_--
0
w 8.00%
-4.8 0
-3.57%
---
----------
--------------------
_
�
�
PROP. 6.00' MILL AND OVERLAY TO MATCH EX. EOP GRADE
.00
li w
�
o
PROP. WIDENING 1.97'
ro
WW
EX. GAS L/NE=12.
2
PLEASANT GROVE - CL - STATION
0+50.00
800
798
796
794
792
790
788
786
784
PPRO ED FOR
ECKLENB LANNING RTMENT
2 ( as
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
-50 -40 -30 -20 -10 0 10 20 30 40 50 11 PROJECT
798
796
794
792
790
788
786
784
-50
800
798
796
794
792
790
788
786
784
PROP. TAPER 0.64'
-40 -30 -20 -10 0 10 20 30 40
798
796
794
792
790
788
786
784
50
rn
N
I
EX. DRIVEWAY, DO
EX.
OAKDALE GREEN DR.
NOT DISTURB
0
W---------
--------------------
----------
- - - - - -
- ------------
- - - -----------
EX. LN. DW/ TH 12.16'
EX. LN DW/ TH 8.76'
�
v
II e
EX. GAS L/NE=21.07
o
II
h14i
WN
��
II
WW
PLEASANT GROVE - CL - STATION
1+10.25
-50
-40
-30
-20
-10
Al
10
20
30
40
800
798
796
794
792
790
788
786
784
50
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: B.S
DRAWN BY: B.H B.L
CHECKED BY: B.S H.N
SEAL
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as SEAL
030523
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SCALE 10-31-2022
AS INDICATED
DRAWING
ROAD CROSS SECTIONS
SCALE: 1" = 5'
0 2.5' 5' 1 0'
RC= C 1
COPYRIGHT © 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
0008
ORIGINAL SHEET SIZE: 24" X 36"

•
M
CHARLOTTE -
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
PPROTED FOR
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
0
0
N
CN
0
N
0
N
0
U
W
x
0
0
0
0
0
0
cal
-a
0
EL
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
GENERAL CROSS-SECTION NOTES:
1. WEDGING MAY BE REQUIRED TO ADJUST CROSS SLOPES IN ORDER TO OBTAIN
POSITIVE DRAINAGE. (SEE DETAIL SHEET C10.09)
2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE
ROADWAY.
3. DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL
CLEARANCE(S) ARE MET AND ALL EXISTING UTILITIES ARE NOT DAMAGED DURING
THE CONSTRUCTION PHASE(S).
4. SEE SHEET C10.00 FOR EX. CONDITIONS AND ROAD WIDENING PLAN, C10.01 FOR
PROPOSED ROADWAY GRADING, UTILITIES, AND STRIPING.
800
798
796
794
792
790
788
786
784
TRAILING
6" MAX. 1 �`
Tb
I_ L
VAIN IABLE
DRIVEWAY WIDTH
DRIVEWAY PIAE `(h DRTVEWAY PIPE
DRIVEWAY PIPE TYPICAL SECTION
g.1 OB FLA1� R $gip E 8r, 6:r 4k FLA7TE1} gti
--____ - _ - 3r�
- - j
r
rti
r �
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Te PIPE
GROOVE INSTALLATION
-z------i'
PIPE
-1
PLAN VIEW
JOINTT,
FILLER],", O B
PIPE 8 T
SIDE VIEW
END TREATMENT DIMENSIONS
Ei
L
W
Ts
Tb
Te
A
B
15"
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1 rr
4ir
4,.
r,
17 "
'20) /aor
18"
g'_0"
23'r
4"
4Il
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2114"
2qr,
24"
12'-6"
1 30rr
4"
r
40
r,
27%$"
1 32rr
h
ILI'
END VIEW
8
Tb
L
TONGUE INSTALLATION
APB
MAX.
ivvmu-i rniv V iF-rr
NOTES:
1. CONSTRUCT PIPE END SECTION USING #4 fREBAS SPACED 9"
EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC, 310.
2. CHAMFER ALL EXPOSED CORNERS �4".
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° ram°
WW
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E=13.84
PLEASANT GROVE - CL - STATION
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10
20
30
40
800
798
796
794
792
790
788
786
784
50
ECKLENBLMMDLANNING WWRTMENT
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
08/03/2022
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: B.S
DRAWN BY: B.H B.L
CHECKED BY: B.S H.N
SEAL
\\\\\\\\\ IIIC IAIIRI/1O�
20Q9��Ss16%
as SEAL
030523
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SCALE U U U 10-31-2022
AS INDICATED
DRAWING
ROAD CROSS SECTIONS
SCALE:1" = 5'
0 2.5' 5' 10,
C10009
COPYRIGHT ©2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"

Ct
FINAL APPROVAL 12/28/2022
fAI"TTE_ PROJECT NUMBER: SDRMF-2021-00048
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION
CONTROL
URBAN
FORESTRY
TREE
ORDINANCE
C
OT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT L
ST 48 HRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
2
DO
2
Z
Z
2
DO
T)
0
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monro
SAWCrO" C $MALL 0 NONUN M V-W INFO Eh''iMM PAVEMENT AND 1 SH
M R1. A OVIENLAYTO A>SI#.CEWr TRAVEL. LkNS AT SAWCIL T13MM
IV. Fir a Lrd X+r-
t BASE COURSE
-' @ 114 I bs/s y/ln
N,T3
NCDOT CURB & GUTTER INSTALLATION DETAIL
WITHIN EXISTING AND FLfi MRE RIGHT OF WAY
1.) In iTdcr to plant any vegetatiem, including any brew, 3hrvbs. ear underbrush, within
muting or pTopmcd NCDOT right of way, an arppmved NCDIDT PEantum Permit is
rnguired. This pennit is issued by the NCDOT Roadside Fmironmuntal Vnit
2,) The approved NCDOT driveway permit dues not carer any planting within state
Tight of way. A NCDOT Piattting Permit is a sepRratc pemtitting process mid will
need to be applied for and obtained prior to any pl mfmg with the NCDOT right of
WILY.
3.) A copy of the approved NCDOTPLantiJtg Permit must be provided prior to
imumllse of any CO's. hand release, and(or street Nacptartse,
4.) ND tree shall be planted on a slope grrarer than 3:1.
5.) Acea of imrersecbm sight distance to be kept clear. Trees ro be planted ntinlmwn
of Z-CIO" behind the riieline of sigh/ Ilne and/or R/W line, being meamted from fact
of trunk.
WEDGING DETAIL FOR RESURFACING
1
PROP. APPROX. L i` ASPHALT CONICRETE SURFACE COLMSE, TYPE S9, SC. AT AN AVERAGE
RATTr-OF Ira I_RS1SY
c2
PROP. APPROX. Y ASPHALT CONCRETE SURFACE COURSE. TYPE S9,5C. AT AN AVERAGE
RATE OF E68 I.HSW IN EACH OF TWO LAYERS
PROP, VARIOUS DE'snM ASPHALT CONCRI TE SURFACE COIJRSF- TYPE. 59.51C ATAN AVRRAOE
RATE Oil 1 t 3 L13SISY PER I- OUV H . TO UE PLACED R4 LAYlENS NOT TO 87CCMD 1.54" R4 DHP 17
D!
PROP. APPROX. 4' ASPHALT' COPICRETE IN1 MNNEDIATE COARSE, TYPE II%.00, AT AN
AVERAGE RATE OF 456 L11,_WY
MOP t; A",.K S I}EP'M .4 H AL.T CONCRETE WrEPMEWATV Got.1RSE, rM 114.0C, AT AN
p2
AVERAGE RATE +3F 114 L E1-%V PIFR V DEPTH. TO BE PLACE IN LAYERS T W LESS THAW 2.5-
Di DEFni (AR (4REATER THAN J' IN DEPTH
El
PROP. APPROX. 6" ASPHALT CONCRETE BASE COURSE, TYPE 11125.0C. AT AN AVERAGE RATE
OF 342 LEVSY IN EACH OF TWO LAYERS
PROP VARIOUS DRYM ASPKALT ClONCKM BASE COURSE. TYPE B35.0C. AT AIDE AVERAGE
E2
RATE OF 114 LB=Y PER I, DErm. TO BE PLACED LN LAYERS NOT LESS THAN Y LN DEM
OR GRE4TE R T1-tAN 5 5- IN I}EPTH
R1
F-fi-CONCREP- CUR$ AID I'i=PR
R2
E -5" CONCRE'F'E cLrR5 Aio OLrrmR
NOTES
I.) PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2.) AA'E XMG MAY B E REQUIRED TO ADJUST GROSS SLOFES IN ORDER TO OBTAIN POSITfW
DRAINAGE.
1) PAT[RIN[I AND LEVF.I.IIti G MAY BE REQUIRED PRIOR TO RESURFACL G T11E ROADWAY.
1992
r R
I 1
----.--�� ------- --__ kit Jk*
N.T.S _
ADVANCE WARNING SIGN
SPACING CHART
RECOMMENDED
DISTANCE SET SEEN SIGNS
POSTED SPEED LIMIT
FEET)*
(MPH)
<_ 35
200
200
200
40-50
350
350
350
55
500
500
500
CONTROLLED ACCESS ROADS
1000
1500
2700
(>_ 55)
CLOS®, >'r
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ALL OTHER DEVICES ARE THE SAME AS ABOVE N 0Q
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♦ wool 0 Q V
cENOM DI1 :2 W
I WORK AREA sr ass® O Co Z
AA-
2-TIAY
TRAFFIC
TAPER BUFFEI
50'.100' SPACE
GENERAL NOTES FOR FLAGGING OPERATIONS
1- REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING.
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
UPSTREAM SIDE OF TRAFFIC.
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
DOWNSTREAM SIDE OF TRAFFIC.
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
THE POSTED SPEED LIMIT.
5 PROVIDED TO THESFLAGGER THE BUFFER
1 10D1.11, SHEET02iING SIGHT DISTANCE IS
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
7- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01
FOR SKINNY DRUM REQUIREMENTS.
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT.
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
to- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
AS DIRECTED BY THE ENGINEER.
4B"t0-5
% 46"
I --I Q Q
3
�
J J
V r
DOWN
STREAM
M
W
DUFFER
TAPER
0
}
3PACE
100'
O
0
J Q
11- IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS,
Z
PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM
STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC
WARNING MEASURES ALREADY EXIST.
O
Q
Q
GENERAL NOTES FOR PILOT CAR OPERATIONS
3
1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
tV
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (BOP TO EDP), CONES MAY NOT BE REQUIRED
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG
0
THE WORK AREA Ift USING A PILOT CAR.
0
W z
Z
3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
Cr
J
4- MOUNT SIGN 620-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
THE PILOT VEHICLE.
cm
5- DO NOT INSTALL MORE THAN ONE 1 MILE OF LANE LEGEND
MEASURED FROM THE BEGINNING THE MERGE
CLOSURE OF
TAPER Tb THE END OF THE LANE CLOSURE.
r FLAGGER
6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND CONE
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
CAR OPERATIONS. 14 PORTABLE SIGN
SHEET
1 OF
411 DIRECTION OF TRAFFIC FLOW
1101.
z CONTINUOUS LINES 10'-30'/SP SKIP LINE 2'-6'/SP MINI -SKIP LINE zz
H O 0 O
(- Q UNLESS OTHERWISED SHOWN, USE 10'-30'/SP SKIPS FOR UNLESS OTHERWISED SHOWN, USE 2'-6'/SP YINI-SKIPS FOR r
Q SKIP LANE LINES AND SKIP CENTER LINES. LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE Q Q,
Z~= V EDGE L I N E EXTENSIONS THROUGH INTERSECTIONS AND YINI-SKIPS Z = V
Li CD
_J
1�� 30'
USED FOR BICYCLE LANE LINES.
LL. I z
O O =
4„/6„
YELLOW OR WHITE t
"�
LL -i [L " Z
2' 6'
LL
<oO=
ULL
H
O [� 4"/6"
HL_u
C7
10-1
�� 0 J
LANE LINE
YELLOW OR WHITE
o 0_f4"/6"
CD LL0 J
O cn Q
4"/6"
YELLOW OR WHITE
O O Q
Z I I
WHITE
CO Cr
Z f-1
T aLU o
a
co �o
3'-3'/SP MINI -SKIP LINE
3'-9'/SP MINI -SKIP LINE
LU
r 0
CENTER LINE
UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
UNLESS OTHERWISED SHOWN, USE W-WISP MINI -SKIPS FOR
r 0
4"/6„
THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
YELLOW
CLU A W
GORE LINE
3' 3'
�
3' 9'
WHITE B°/12"
O 8"/12"
O O� 4"/6"J
WHITE
STATIONARY OR PORTABLE SIGNS
CC
x o0 LL1
N
WHITE
x
DISTANCE TO 4TH SIGN
H
Z
DIAGONAL LINE 12" 45 MPH OR HIGHER
LL
y �
L REPEAT FOR ANY CONSECUTIVE SIGNS L DISTANCE TO 3RD SIGN L DISTANCE TO PND SIGN L DISTANCE TO 1ST SIGN
r r r r
0 1-40
Z Z
S" LESS THAN 45 MPH
YELLOW OR WHITE J
/I�
Z C� W
C C E3
1-4
1-4 Z Cn
N Z
3 N LL
LL
N
NC
CC 0
0
m
CROSSWALK LINE
J
a
0 Z
S" TRANSVERSE
REFERENCE
POINT
Q Q
Z CW O
24" LONGITUDINAL
WHITE
Q
In Cn
z 2C LU
Z
tJ7 W
I-
RxR LINE
N I-
} 9 W
d
0 O
16"
I-4
Q J
0
WHITE 7
LL6
0
FO-I
LL
GENERAL NOTES
n
STOP OR TRANSVERSE BAR
GENERAL NOTES:
1- REFER TO 2009 MUTCD OR THE LATEST EDITION.
1- USE B" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
24"
AS DIRECTED BY THE ENGINEER.
2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD
DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIED.
WHITE
2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
OF THE NORMAL LINE.
3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE.
SHEET 4 OF 4
SHEET 1 OF 2
11101.1111
OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC.
11205.011
CONSTRUCTION/TRAFFIC CONTROL SEQUENCE:
PHASE 1
1. NOTIFY NCDOT DISTRICT OFFICE OF START OF CONSTRUCTION 48 HOURS IN ADVANCE. ARIC BRYAN (NCDOT
INSPECTOR) AT [phone]) OR BY E-MAIL AT [e-mail].
2. A PRE -CONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF ANY SITE CONSTRUCTION. ALL
DEPARTMENTS INVOLVED SHALL BE NOTIFIED OF THE MEETING (A 72-HOUR NOTICE IS REQUIRED FOR NCDOT). AN
EXECUTED COPY OF THE DRIVEWAY PERMIT WITH SPECIAL PROVISIONS & NCDOT STAMPED PLAN SET IS TO BE
PRESENT AT THE MEETING.
3. CONTRACTOR TO COORDINATE WITH APPROPRIATE PARTIES IN RELOCATING OR PROTECTING ANY APPLICABLE
POWER POLE AND OTHER UTILITIES. ,MAINTAIN ACCESS TO BUSINESSES AND RESIDENCES THAT ARE WITHIN THE
WORK LIMITS. REFER TO DPR WATER/SEWER PLANS AND COORDINATE WITH CHARLOTTE WATER FOR ANY WATER
AND SEWER RELOCATION/REPLACEMENT. ALSO SEE CONSTRUCTION SEQUENCE FOR INTERNAL SITE WORK PLANS
FOR ANY APPLICABLE CROSS REFERENCES.
3. USE FLAGGERS (AND/OR POLICE AS REQUIRED) TO MAINTAIN TRAFFIC ON RIDGE ROAD. INSTALL TEMPORARY
PAVEMENT MARKINGS AND TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH NCDOT STD DETAIL 1101.2 -
SHEET 2 OF 14 FOR TEMPORARY CLOSURE OF EASTBOUND LANE. CLOSE ONLY THE SMALLEST LENGTH OF
ROADWAY NEEDED FOR CURRENT OPERATIONS.
4. INSTALL INITIAL EROSION CONTROL MEASURES ON THE SOUTH SIDE OF PLEASANT GROVE ROAD. MONITOR AND
MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
5. CONSTRUCT PROPOSED ROAD WIDENING AND TURN LANES AS SHOWN ON THIS PLAN. NEW PAVEMENT SHALL BE
LEFT NOT MORE THAN 1.5 INCHED BELOW THE ADJACENT EXISTING PAVEMENT.
1. CONTRACTOR IS TO MILL AT BOTH ENDS OF THE PROJECT ACROSS THE ENTIRE EASTBOUND LANE (INCLUDING THE
CENTERLINE STRIPE) TO RECEIVE NEW SURFACE COURSE. INSTALL NEW 1-1/2" SURFACE LAYER FOR THE FULL
WIDTH OF NEW AND EXISTING PAVEMENT.
PHASE 3
1. PRE -MARK PAVEMENT AND SCHEDULE REVIEW WITH NCDOT. UPON APPROVAL, INSTALL PERMANENT PAVEMENT
MARKINGS.
2. REMOVE TEMP. CONFLICTING MARKINGS AND TRAFFIC CONTROL DEVICES AND OPEN ROADWAY TO TWO-WAY
TRAFFIC.
3. COMPLETE THE FINAL GRADING. SEED AND MULCH ALL DISTURBED AREAS. GRASS COVER SHALL BE INSTALLED
ON ALL DISTURBED SURFACES WITHIN THE NCDOT RIGHT-OF-WAY IN ACCORDANCE RECOMMENDATIONS OF THE
DIVISION ROADSIDE ENVIRONMENTAL ENGINEER.
4. REMOVE TEMPORARY EROSION CONTROL MEASURES WHEN SITE IS BROUGHT TO STABILIZATION AND WHEN
AUTHORIZED BY NCDOT DISTRICT ENGINEER AND MECKLENBURG COUNTY EROSION CONTROL INSPECTOR.
MID-7.
CENIER
48" % 48" 3
LANE
CLOSED
AHEM
9-2
4" X 24"
1-8
48" % 48"
250',
3 2
4" X 24"L
25'
10:1 TAPER
20' CONE
YA%.
SPACINO
a
sr
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B, ♦ ♦
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y
♦
WORK AREA
a
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10:1 TAPERCm
3TREP11
2D' CONE
SPACING
R9 2
24" % 24"
TAPER
100'
®
APPROACH
SHIFT TAPER
BUFFER
50' SHIFT TAPER
TRAFFIC
L¢L
SPACE
MIN. S1 L
SHIFr
<D48
T/U1-1 1 L OR M24-1 A
4B" X 46" % 48"
GENERAL NOTES
1- REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING.
2 SIIDEALL LANE OF TRAFFIC.SUREMOVEWITH
LANETHE
CLOSURES AGANII (;1$BEGHENTRAFFICWITH
FLLOW, BEGON THE INNING WITH DEVICES
ON THE DOWNSTREAM SIDE OF TRAFFIC.
3- PLACE CONES ADJACENT TO THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
THE POSTED SPEED LIMIT. PLACE CONES SEPARATING OPPOSING TRAFFIC AT THE MAXIMUM SPACING
OF 25 FEET.
4- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED
TO THE BEGINNING OF THE APPROACH SHIFT TAPER (REFER TO RSD. 1101.11, SHEET 2).
5- TMAs ARE REQUIRED WHEN ADEQUATE BUFFER SPACE CANNOT BE ATTAINED. POSITION TMAs TO
MAINTAIN A ROLL -AHEAD DISTANCE AS RECOMMENDED BY THE MANUFACTURER.
6- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01 FOR SKINNY
DRUM REQUIREMENTS.
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7- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR AS LEGEND J
DIRECTED BY THE ENGINEER. I
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. r FLAGGER C4
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a) ♦CONE
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
INTERSECTIONS, PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT.
EDGE LINE OFFSET DETAIL
�2" MAX., REFER ALSO TO TABLE 1
E.O.T.
f
CENTER LINE OFFSET DETAIL
KIM
rL-
LANE LINE OFFSET DETAIL
TABLE 1
EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS
WITH UN -PAVED SHOULDERS
WIDTH (W) OF
RAVEL PAVEMENT
MAX. EDGE LINE OFFSET
FROM E.O.T.
MINIMUM LANE
WIDTH W
16, - to,
2"
e' . 9'
19,
4"
91
20'
6"
9.5'
21'
8"
10'
22'
loll
to,
23'
loll
10.5'
24'
1'
11'
26'
2'
11'
28,
2'
12'
30'
3'
12
32'
4'
12'
LEGEND
W = WIDTH OF TRAVEL LANE
E.O.T.= EDGE OF TRAVEL
« DIRECTION OF
TRAFFIC FLOW
2" TOWARDS LEFT SIDE
OF TRAVELWAY
am
3-P
4" % 24"
DIPORTABLE SIGN
SHEET 2 OF 14
DIRECTION OF TRAFFIC FLOW
110 1 .02
SEE EDGE LINE
TWO-WAY UNDIVIDED ROADWAY
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SEE EDGE LINE
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SEE EDGE LINE
OFFSET DETAIL
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1205.01
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2/01 WOC3
n
CLIENT / OWNER
6242 PLEASANT GROVE LLC
6711 LARRISA CT
CHARLOTTE, NORTH CAROLINA 28226
980.444.6510
SURVEYOR
DON ALLEN ASSOCIATES, PA
131 CROSSLAKE PARK DR, SUITE 102
MOORESVILLE, NORTH CAROLINA28117
704.664.7029
ARCHITECT
STUDIO FUSION
3800 ARCO CORPORATE DR, SUITE 125
CHARLOTTE, NORTH CAROLINA 28273
704.377.9799
GEOTECHNICAL ENGINEER
CAROLINA WETLAND SERVICES, INC.
550 EAST WESTINGHOUSE BLVD
CHARLOTTE, NORTH CAROLINA 28273
704.527.1177
KEY MAP
PROJECT
PLEASANT
GROVE
APARTMENTS
PROJECT NUMBER
20038
DATE
06/01/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: B.S
DRAWN BY: B.L M.T T.W
CHECKED BY: B.S H.N
SEAL
I111l//111�/
,,\\\\\ CAR 04
� 20 SaS,O'V -7
ea SEAL
030523
%�ii
SCALE 10-31-2022
AS INDICATED
DRAWING
ROAD IMPROVEMENT DETAILS
C10010
COPYRIGHT© 2021 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE: 24" X 36"

cr
•
ARLOTTE.
FINAL APPROVAL 12/28/2022
PROJECT NUMBER: SDRMF-2021-00048
WE
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
C DOT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
Andrew Poindexter
Jeff Bock
Vincent Condon
Patrick Monroe
APPROVED FOR
3
R.ONSTRUCTIONLo
rn
CHARLOTTE IdECKLENBURG PLANNING DEPART"-
laso Prescott
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12I28/2041
SDRMF-2021-00048
p EN7ON KSVincent
rew Poindexter
EROSION Cf Bock
URBAN FOCondon
COOTPatrick Monroe
/
.a
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a
J
OVED FOR
CON TRUCTION
� Ja n1Prescott1-111
210112022
6242c PLEASANT GROVE RD. III