NCC214210_ESC Approval Submitted_20210721

THE OLIVER AT TOM HUNTER STATION
CHARLOTTE, NORTH CAROLINA c] [Dr
SITE CONSTRUCTION DOCUMENTS
SDRU-2020-00006
VICINITY MAP GENERAL NOTES CITY OF CHARLOTTE STANDARD NOTES SITE DEVELOPMENT DATA CONTACT INFO
NOT TO SCALE
DEVELOPER:
s 1. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION IS PROVIDED BY R.B. 1. ALL CONSTRUCTION TO CONFORM TO CHARLOTTE/MECKLENBURG LAND DEVELOPMENT SITE : J FORREST DEVELOPMENT,LLC.
PHARR &ASSOCIATES, DATED 03/31/2020, UNLESS NOTED OTHERWISE. STANDARDS. 226 SELLECK STREET
.' TOTAL SITE AREA: t 6.73 AC. (293,324 SF) STAMFORD, CONNECTICUT 06902
' .e 2. ARCHITECTURAL INFORMATION IS PROVIDED BY HOUSING STUDIO, UNLESS NOTED OTHERWISE. SEE 2. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. 049-082-01: t 6.2758 AC. 273,374 SF CLIENT OWNER
( ) PHONE:[phone]
ARCHITECTURE� PLANS. 049-082-02: t 0.458 AC. (19,950 SF) J FORREST DEVELOPMENT,LLC.+: 3. ALL ROAD IMPROVEMENTS AT GLORYLAND AVENUE+McGILL STREET ARE TO BE COORDINATED
� •� , CONTACT: 226 SELLECK STREET
3. THE CIVIL ENGINEER AND THE OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. TAX PARCEL#: 049-082-01 +049-082-02
0 SIGNS O JONATHAN COHEN I [e-mail] STAMFORD, CONNECTICUT 06902
= METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS 4. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#5 .05(9"SIG ONLY). ZONING: TOD-TR 203.973.7250
4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENFORCE SAFETY MEASURES OR
REGULATIONS.THE CONTRACTOR SHALL DESIGN, CONSTRUCT,AND MAINTAIN ALL SAFETY 5. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. EXISTING USE: VACANT LANDSCAPE ARCHITECT/CIVIL ENGINEER: ARCHITECT
STANDARDS, LAWS,AND REGULATIONS. 6. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK PROPOSED USE: MULTI FAMILY(APARTMENTS) DPR ASSOCIATES,INC. HOUSING STUDIO
f - COAT MAY BE REQUIRED NEAR INTERSECTIONS.THESE REQUIREMENTS WILL BE ESTABLISHED BY 420 HAWTHORNE LANE
5. CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER 48 HOURS PRIOR TO THE COMMENCEMENT OF BUILDING HEIGHT: 50 FEET (50 FEET MAX. HEIGHT) CHARLOTTE, NORTH CAROLINA 28204 333 WEST TRADE STREET,SUITE 300
6 CONSTRUCTION ACTIVITIES. THE INSPECTOR AND BASED ON FIELD CONDITIONS. PHONE: [phone] CHARLOTTE, NORTH CAROLINA 28202
7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN UNITS: 221 (301 BEDROOMS) 704.333.7862
6. ALL LOCAL, MUNICIPAL,AND STATE LAWS, RULES,AND REGULATIONS GOVERNING OR RELATING TO FIELD CONDITIONS WARRANT OFF-SITE GRADING,WRITTEN PERMISSION MUST BE OBTAINED FROM CONTACT:
_ ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THE PROJECT SURVEYOR
GLORYLAND AVE. CONTRACT DOCUMENTS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE AFFECTED PROPERTY OWNERS. BRENT STOUGH, PLA I [e-mail] RB PHARR
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%SLOPE ON THE CURB HY NGUYEN, PE I [e-mail]
TO r _ 7. DO NOT SCALE DRAWINGS IN THIS SET.ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ROAD FRONTAGE CLASSIFICATION + BUILDING SITING + SETBACKS 420 HAWTHORNE LANE
THE SCALE SHOWN ON THE PLANS, SECTIONS, PROFILES,AND DETAILS. IN THE EVENT OF 9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED ROAD FRONTAGE TYPE: CHARLOTTE, NORTH CAROLINA 28204
ARCHITECT:
'L DISCREPANCIES,THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE CIVIL ENGINEER NECESSARY BY THE INSPECTOR. GLORYLAND AVENUE: OTHER-PRIMARY 704.376.2186
T HOUSING STUDIO
- c� ~� MCGILL STREET: OTHER-SECONDARY
�Q ) SITE AND/OR OWNER'S REPRESENTATIVE. 10. CURB AND GUTTER SHOWN ON THE PLANS MAY BE ADJUSTED UPON FIELD STAKING BY CITY 333 WEST TRADE STREET,SUITE 300
O =' ♦♦ 8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY ENGINEERING.ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON REQUIRED BUILD TO PERCENTAGE: CHARLOTTE, NORTH CAROLINA 28202
1 ♦♦♦ THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED FIELD CONDITIONS. PRIMARY: 80%MINIMUM PHONE: [phone]
' TO THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM 11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SIDE)IS TO PROVIDE STORM WATER SECONDARY: 40%MINIMUM
♦♦ THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE CONVEYANCE. BUILDING ARE NOT PERMITTED IN THE EASEMENT AREA.ANY OTHER OBJECTS CONTACT:
♦ CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE. PROVIDED BUILD TO PERCENTAGE: EVELYN WEDDLE I [e-mail]
♦ WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. PRIMARY: 100% CHAD ASKEW I [e-mail]
G �O 9. THE SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THE SITE 12. HIGH-DENSITY POLYETHYLENE(HDPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR SECONDARY: 100%
PLAN AGAINST ANY DEVELOPMENT REQUIREMENTS SPECIFIED BY THE SITE PLAN TO THE CIVIL PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR SURVEYOR:
ENGINEER AND/OR OWNER'S REPRESENTATIVE PRIOR TO ANY ACTUAL CONSTRUCTION. TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY REQUIRED SETBACKS: RB PHARR KEY MAP
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY. GLORYLAND AVENUE: 16 FEET(FROM BACK OF CURB) 420 HAWTHORNE LANE
O COMMENCEMENT OF ANY WORK.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CIVIL MCGILL STREET: 16 FEET(FROM BACK OF CURB) CHARLOTTE, NORTH CAROLINA 28204
z 13. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN ZONES)
ENGINEER AND/OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL SIDE: 15 FEET(LANDSCAPE BUFFER ABUTTING R-3 REAR: 20 FEET(15'LANDSCAPE BUFFER ABUTTING ZONES)
ZONES) PHONE: [phone]
' 02 11. ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR DEBRIS, LOGS,TIMBER,JUNK,AND OTHER ACCUMULATIONS. PARKING: 25 FEET CONTACT:
s APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION 14. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOOD LINE IS SUBJECT TO THE
1'I e AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE.THE CONTRACTOR PROVIDED SETBACKS: CHARLIE BELL, PLS I [e-mail]
RESTRICTIONS OF THE(CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE,' SHALL CONFIRM THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF SECTION 7.200.8. GLORYLAND AVENUE: 16 FEET(FROM BACK OF CURB)
ANY WORK..THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CIVIL ENGINEER AND/OR OWNER'S MCGILL STREET: 16 FEET(FROM BACK OF CURB)
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. 15. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO SIDE: 15 FEET(LANDSCAPE BUFFER ABUTTING R-3 ZONES)
�
OWEN BLVD. THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND REAR: 15 FEET(LANDSCAPE BUFFER ABUTTING R-3 ZONES) SHEET INDEX
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING,COORDINATING AND PAYMENT FOR MECKLENBURG COUNTY. PARKING: 25 FEET
00 ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES.THE
CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO NOTIFICATION CENTER AND FACILITY 16. ALL OPENINGS(E.G., DOORS,WINDOWS,VENTS)IN STRUCTURES SHOULD BE LOCATED A MINIMUM REQUIRED BUILD TO ZONE: 0-20 FEET(OTHER PRIMARY+SECONDARY) SHEET# SHEET TITLE
OWNERS(PER NC STATUTE)NO LESS THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE(ONLY APPLIES TO LOTS WHICH CO.00 COVER SHEET
PCSO DATA MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS).
DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER FORM OF CONSTRUCTION. SS1.00 SITE SURVEY
0 17. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO CITY ENGINEER VEHICULAR PARKING TABULATIONS
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES C0.01 DEMOLITION PLAN
down-OVFRALL SrTE PRIOR TO CONSTRUCTION. TOTAL PARKING:
REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION.THE CONTRACTOR SHALL ALSO BE C1.00 SITE PLANREQUIRED PARKING: 0 SPACES,324 SPACES MAXIMUM(1.1 SPACES PER BR. MAX)
RESPONSIBLE FOR THE COORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK. 18. "AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED
N Publk:StaW&4lnclutlin arstraekFsfkrn&Sidawelk), PROVIDED PARKING: 274 SPACES(0.91 SPACES PER BR.) C1.01 SITE PLAN-FLOOD
\ GlaryandAvanua Pvmt+C33............................................. ........................ 23,000 Bqn = 0.53ac 14. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, LANDSCAPING,AND FEATURES TO DITCHES, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING 249 SPACES ON SITE C1.02 ACCESSIBILITY+VEHICULAR TURNING PLAN
Gloryianrl5idewa,lk.................-----........_..................................................................................... 4.000 sq R aasw REMAIN ON AND/OR ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION.THE CONTRACTOR DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE. 25 ON STREET C2.00 GRADING PLAN
GIN-st"MI Pvm1+can..._.___.___........................................................................ PROJECT
mr ....................................................................____________.__._.... 21,5i70 sgit � �49ec SHALL REPAIR OR REPLACE,AT THEIR OWN EXPENSE,ALL DAMAGED ELEMENTS RESULTING FROM 19. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS C2.01 GRADING PLAN
McGIY 3idew6k...................................................................................................................... 4400 Sq R = iS o9ae CONTRACTOR OPERATIONS OR NEGLIGENCE. MUST BE FURNISHED TO THE CITY OF CHARLOTTE ENGINEERING FOR APPROVAL. LOADING SPACE: THE OLIVER AT
C2.02 GRADING PLAN
7 stb-Totol 52,300 sgft 1.21 Be 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY REPAIR ANY ACTIVE UTILITIES THAT 20. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF UNDERGROUND DETENTION SYSTEMS REQUIRED LOADING SPACES: 1 C2.03 GRADING PLAN
ELARE DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE. MUST BE PROVIDED. PROVIDED LOADING SPACES: 1
C2.00A SECONDARY STORM DRAINAGE PLAN
O BURIN 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE 21. PRIOR TO PLAT RECORDATION,OFFSITE R/W AND.OR CONSTRUCTION EASEMENTS ARE REQUIRED%3 C2.01A SECONDARY STORM DRAINAGE PLAN TOM HUNTER
O 3 NOI SFOOJOM.......... ., ,.....,....,.,., .....................,.,..,..,...,,..,.,.,,.,................................ 53,�99 sort = 1-45� BIKE PARKING TABULATIONS
Mlsc.t3ulydInga ITrasltRecyclrKj Mehwnc■1................................ 2000 s it 4.05ac CONSTRUCTION LAYDOWN AREA, PERIMETER FENCE AND ASSOCIATED GATES.THE CONTRACTOR TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE"OFFSITE R/W ACQUISITION PROCESS". C2.02A SECONDARY STORM DRAINAGE PLAN
�
SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL OF THE CONSTRUCTION LAYDOWN AREA, THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY TOTAL BIKE PARKING: C2.03A SECONDARY STORM DRAINAGE PLAN STATION
O $Ld)--7 al 86,300 54(1 %Boa: PERIMETER FENCE AND ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT. IMPROVEMENT PLAN. TOTAL REQUIRED: 30 SPACES MAX.
z SHORT TERM: 6 SPACES C3.00 STORM DRAINAGE-CHART
0
onSite PerxlEn 5+s�ewelk: 17. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE PUBLIC R/W RIGHT-OF-WAY IN 22. PER SECTION 18-175 E OF THE CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION
' (RIGHT-OF-WAY) ( ) LONG TERM: 24 SPACES(80%OF PROVIDED BIKE SPACES) C3.01 STORM DRAINAGE-AREA PLAN
CoMePerklgS......................................................................................................... 80,000 sgft = 1.84a1t ACCORDANCE WITH THE STANDARDS OF THE NCDOT,CDOT,AND CITY OF CHARLOTTE. CONTROLS ADMINISTRATIVE MANUAL,ALL REQUIRED NATRUAL AREAS AND/OR POST
� C3.02 STORM DRAINAGE-SCM DETENTION PLAN GLORYLAND AVENUE
stde,�lk _.____________.______,___._. 1A aaa s fr = oat ac 18. ALL STANDARD NUMBERS REFER TO THE LATEST EDITION OF THE CITY OF CHARLOTTE LAND CONSTRUCTION CONTROLS EASEMENTS(PCCE'S)MUST BE RECORDED PRIOR TO THE ISSUANCE PROVIDED SHORT TERM: N/A(ALL ST BIKE SPACES ARE IN BLDG) C3.03 STORM DRAINAGE-SCM DETAILS CHARLOTTE, NORTH CAROLINA
O S� ac OCCUPANCY.%.Od0 spit - 225 OF THE CERTIFICATE OF OCCUPANCY
6' DEVELOPMENT STANDARDS MANUAL AND THE NCDOT STANDARD DETAILS AND SPECIFICATIONS. PROVIDED LONG TERM: 39 SPACES(100%OF PROVIDED BIKE SPACES) C3.04 FLOOD STUDY PLAN
% 23. PER SECTION 20-16.12 OF THE SUBDIVISION ORDINANCE,THE CONTRACTOR SHALL IDENTIFY THE PROJECT NUMBER
Amrrity+Etc 19. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY TO RELOCATE/REPLACE ANY EXISTING
LOCATION OF ANY EXISTING DEMOLITION LANDFILL ON THE SITE AND THE LOCATION OF ANY ENVIRONMENTAL TABULATIONS C3.05 FLOOD STUDY CROSS SECTIONS
O Pool Ama,..............T.. ........ ... ._... 11,600 sgrt = 027w UTILITY AND/OR LIGHT POLES.ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS C4.00 EROSION CONTROL PLAN-PHASE 1A 19097
O P"lon.CsrW%h Dog Park -_-. - 4.000 sp R = 009aG PROPOSED DEMOLITION LANDFILL SITES. RECYCLING VOLUME:
UNDER THE SCOPE MUST BE RELOCATED AT THE CONTRACTOR'S EXPENSE.
Retahng Wall............... ..... 3.500 s 1t = 0.08W C4.01 EROSION CONTROL PLAN-PHASE 1B
W ���"����" "� � �"""���� ���� ������� ��"�"�� �����"���� 24. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. REQUIRED: 3 432 SF PER 161-240 UNITS DATE
O 20. ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID ( ) C4.02 EROSION CONTROL PLAN-PHASE 2
SFdd i9,100 sgir = fl44ac DIRECTLY BY THE OWNER.TESTING SHALL BE PERFORMED,AT A MINIMUM, IN ACCORDANCE WITH PROVIDED: 3(432 SF)PER 221 UNITS
C4.03 EROSION CONTROL PLAN-PHASE 3 09.11.2020
THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. IN THE EVENT THE RESULTS OF THE
W OffswAr� DUMPSTERVOLUME: C5.00 ROAD IMPROVEMENT PLAN
arrsee Bulltiing 2.300
O - INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS,SUBSEQUENT TEST ISSUED FOR
............................................_................................................._.............. ��R - aa��
/ Ofr93e Perking and[}ritwwey...................................................................................................... 9.000 sq ft = 0.21 w NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE REQUIRED: 221 DU/90 DU=2.4 C5.01 ROAD IMPROVEMENT PLAN
O Misc.Bulidlnas(Tray"acycinp'Malrnenanoo)........................................................................... 0.800 Sq It - a02ac CONTRACTOR'S EXPENSE. ELEMENTS FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL x 8 CY= 19.2 CY(8 CY COMPACTOR/90 DU) C5.02 SIGHT DISTANCE PLAN CONSTRUCTION DOCUMENTS
Sa.p-Total 12.100 4g1t = Q28& BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. PROVIDED: 20 CY COMPACTOR C5.03 SIGHT DISTANCE PLAN
w C5.04 STORM DRAINAGE PROFILE REVISIONS
O OPEN SPACE: C5.05 STORM DRAINAGE PROFILE NO. DATE DESCRIPTION BY
O total emous Aren.....................••.•,......,.,.•,_.,....,,...,,.......,.....,_..,.........,..,....,...,---.. 247.OM ft w 5.67ac REQUIRED: 10%MINIMUM(29,316 S.F)
Tct9l Nit Sl1$Araa=................ ................................................................................ . ... .. 6,73ac ° C6.00 LANDSCAPE PLAN(REQUIRED)
7otalArea(Including 2 Public Streets end OHaHrAmak=........ .................. ....,.. .... ........._..,...._._..,...............,._ d.04ae CDOT STANDARD NOTES PROVIDED: 10%, 0.67 AC. OR 29,316 S.F
O C6.01 LANDSCAPE NOTES+DETAILS 1 12/18/20 PER CITY COMMENTS PK/MT/BL
O SC nMFecidy Drainage Amp....................................................._..................
.............,...,......._...... ,.,...........,...,..- f3.70ac
TREE SAVE C7.00 SITE DETAILS
(D sun Byga REQUIRED: EXEMPT PER TOD-TR ZONING C7.01 SITE DETAILS 2 02/08/21 PER CITY COMMENTS PK/MT
- MLGIi Rowest sldo 11paa sgft = 025ee 1. NON-STANDARD ITEMS(IE: PAVERS, IRRIGATION SYSTEMS, ETC.)IN THE R/W(RIGHT-OF-WAY) PROVIDED: 1.28 AC OR 55,800 SF C7.02 SITE DETAILS
0 REQUIRE A R/W ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. C7.03 SITE DETAILS
-E AreaSurnmerv°mm°`V ESTIMATED DATE OF CONSTRUCTION COMPLETION C7.04 SITE DETAILS
O Ynperr,Arse 5t of Imp.Alga of of Imp.Area on o-of Imp.Area cf FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT CDOT AT 704.336.3888.
{Ac) Net SI6a Arep TdalArea 5CM FaclYry preh..Araa 2. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE FALL 2022 C7.05 SITE DETAILS
Q) MUST BE APPROVED BY CDOT AND WILL REQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING C8.00 SITE DETAILS
PIbYcStraefa 1.21 oho% 13.39% 17.99% BUILDING FLOOR AREA SUMMARY C8.01 SITE DETAILS
Must FaMN Bw9hw 1.50 22.27% 16.66% 22.37% UPON THE PROPOSED DURATION OF CLOSURE.THESE APPROVALS ARE IN ADDITION TO SITE
cn ongg Parking+sidewalk s 2,25 33.45% 26.00% 33.U% APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION.THE BUILDING 1 -FIRE AREA 1 -TYPE 5A C8.02 SITE DETAILS
°J emfadtk 044 6 2 a R?% 5 54% CONTRACTOR SHALL CONTACT CDOT AT 704.432.1562 AT LEAST(5)BUSINESS DAYS PRIOR TO FINAL APPROVAL LEVEL 1: 16,432 GSF C8.03 SITE DETAILS
OrfsonAme 020 0.08?6 3-09% 4.1" BEGINNING WORK FOR IMPACTS LESS THEN 30 DAYS.THE CONTRACTOR SHALL CONTACT CDOT AT SDRU-2020-00006 LEVEL 2 16,432 GSF C8.04 SITE DETAILS
L� Tow 5.87 6222% 63.E SAM% 704.336.8348 AS SOON AS POSSIBLE FOR IMPACTS GREATER THEN 30 DAYS. EVERY EFFORT SHALL BE PROJECT NUMBER: LEVEL 3 16,315 GSF
j MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS. CHARLOTTE. LEVEL 4 16,514 GSF C8.05 SITE DETAILS
0.25 3.77% C9.00 UTILITY PLAN
T Total Wth Oypasz4 w 8020% USED 95.7% 3. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION JORDI,GUS BUILDING 1 -FIRE AREA 2-TYPE 5A
( C9.01 UTILITY PLAN
704-336-7086)TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZING EQUIPMENT.60-90 DAYS WILL LEVEL 1: 14,690 GSF
BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED ENGINEERING APPROVED LEVEL 2 14,690 GSF C9.02 UTILITY DETAILS LEVEL 3 14,690 GSF
PCSO SUMMARY RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CO NTRACTOR/DEVELOPER. L0.00 COVER SHEET
EL PCSO / DETENTION / DRAINAGE PLAN By Jeu Moua at 3:36 pm, Apr 01, 2021 LEVEL 4 14,782 GSF Lo.02 ORIENTATION PLAN
Ori final Parcel ID Numbers : 049Q8201,04908242 4. THE DEVELOPER TO CONTACT CDOT(ANTHONY MENDEZ;704.336.4971)DURING SITE PLAN BUILDING 2-TYPE 5A-(BASEMENT 4/5 SPLIT) L1.00 SITE PLAN
O PREPARATION TO DISCUSS STREET LIGHTING REQUIREMENTS, IF ANY, FOR THIS PROJECT. BASEMENT 8649 GSF
Development Type- Multi-FamilyL5.01 DETAILS-SITE
COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS, PROJ. MANAGER: BS
Subject to PCSO?YIN YES LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. EROSION CONTROL APPROVED LEVEL 1 15,365 GSF L5.02 DETAILS-SITE
LEVEL 2 15,365 GSF DRAWN BY: PK+BL+MT
If NO,why? 5. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION-FOR UTILITY COORDINATION LEVEL 3 15,366 GSF L5.03 DETAILS-SITE CHECKED BY: BS+HN
= Watershed: Yadkin RELATED TO BOTH EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY LEVEL 4 15,887 GSF
INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, CDOT ROW UTILITY COORDINATOR AT 704.336.4248 BUILDING 3-TYPE 5A-(BASEMENT 4/5 SPLIT)
o Stream Name Mallard Creek OR [e-mail] URBAN F RE TRY A ppROVED BASEMENT 9275 GSF SEAL
Classification Yadkin TREE ORDINANCE LEVEL 1 15,864 GSF
6. A JOINT USE MANHOLE(MEET-ME MANHOLE)IS TO BE PROVIDED BY THE DEVELOPER TO
Stream Index 13-17-5 LEVEL 2 15,864 GSF
ACCOMMODATE ALL UTILITY TELECOM SERVICE PROVIDERS.THE JOINT USE MANHOLE SHALL BE
0 Disturbed Area (ac): 8.5(includingUt711C Street el[tensions) LEVEL 3 15,864 GSF ��\\IIIIIIIIIII//��
LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY. CDOT ����� /z�/� \\\IIIIIIIIII///
Net Site Area ac : 6.73 APPROVED LEVEL 4 16,365 GSF ���� CARO ii,�� ������N CA O/z�ii,�
j 7. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. Q� �i R i
on Total Drainage Area to SCM Facilityac : 6.7 ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT O�a �S S/ a 2'� �`��
2e ti°e9 O���PNDSCgPFae 2
0 Existing Built-upon-area (SF): 21,780 OF TRANSPORTATION. (704.336.4025) SEAL
Existing BUA to be removed(SF): 21,7$0 8. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, PLANNING APPROVED = = -
> ExistingOffsite BUA to remain (SF): 12,100 TRAFFIC MEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY NCDOT AND = 030523 _ _ ad No.1237 yo
Proposed New BUA SF 234,900 CDOT. UMUDD / MUDD / PED / TOD
:
X 62,22°!e of On site Area Only: ��%•yy �°IN���(t�,������\ '%i�aa ........... aZ
APPROVED FOR ��"
Proposed %BUR: 80.86%of SCM DA (Used 85.7% for Design) NOTE. THIS PLAN APPROVAL DOES NOT ii NGv ����` 'ii,� �p�����
Densi High 1 Low High INCLUDE CHARLOTTE WATER. FOR MORE I I I I IIII1\\�
�/1
o Total Post-Project BUA to SCM (including offsitE 236,000 INFORMATION, PLEASE CALL 704-336-5499 OR CONSTRUCTION
EL Development or Redevelopment? Development VISIT http://charlottewater.org 02-08-2021 SCALE 02-Og-2022
X Natural Area Required(ac): NIA NOTE: THIS PLAN APPROVAL DOES NOT CHARLOTTE-MECKLENBURG PLANNING DEPARTMENT AS INDICATED
o Natural Area Provided ac : NIA INCLUDE COMMERCIAL ZONING. ALL BUILDING
Q Total stream buffer protected on-site ac): 0.9 PERMITS AND ZONING APPROVALS CAN BE DRAWING
o Transit Station Area?Y/N Y OBTAINED AT MECKLENBURG COUNTY CODE
113y Brent Wilkinson 4/1 /2021
Distressed Business District?YIN N
ENFORCEMENT. PLEASE CALL CTAC ATEL
® COVER SHEET
1-Yr, 24 hh Volume CQntral; 704-314-CODE(2633) FOR MORE INFORMATION.
X Mitigation Type if applicable) 10-yr,6-hr and 25- r,Bhr Peak Control NOTE: SCHEDULE PRE-CONSTRUCTION MEETING
Natu raJ Area mitigation?YIN N
AT LEAST 48 HRS. PRIOR TO ANY LAND KnovwhaYS be oW'
a Buffer Mitigation?Y/N Y DISTURBING ACTIVITY USING THE ONLINE Call before you dig.
oTotal Phosphorous Mitt ation? YIN N FORM FOUND AT http://charlottenc.gov/ld C0000
COPYRIGHT©2020 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"