NCC243299_Site Plan or Location Map_20241028

FIN LAPPROVAL
• DATE. /27/2024
PROJE NUMBE :LDCP-2024-00`
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1213 w moreheatl st ste 450
charlotte,nc 28208
704.334.3303
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1. ALL GENERAL AND
NNOTESs SHALL CONFORM TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL CONTACT INFORMATION 3��.....Ic�"R</-'.;
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(CLDSM)AND THE LATEST EDITION OF THE NORTH CAROUNA DEPARTMENT OF TRANSPORTATION(NCDOT)STANDARD SPECIFICATIONS _:
FOR ROADS AND STRUCTURES UNLESS OTHERWISE SPECIFIED IN THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS
MANUAL. I OWNER: -
2. ALL CURBS SHALL HAVE A 5'-0"RADIUS AT THE FACE OF CURB UNLESS OTHERWISE NOTED.ALL R/W SHALL HAVE A 20.RADIUS I STERIGENICS INTERNATIONAL • 9
UNLESS OTHERWISE NOTED. ADDRESS: PO BOX 92129 ;6• ;$'
SOUTHLAKE,TX 76092 �%, /.•t:C(NE,E•\ .,,
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#50.05A OR#50.058.SIGNS SHOULD BE LOCATED PER CLDSM#50.06. '�'i'gIV D 540,.``
4. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION. ""1"I11'‘
5. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOODUNE IS SUBJECT TO THE RESTRICTIONS OF THE CITY OF CHARLOTTE I
CIVIL ENGINEER&LANDSCAPE ARCHITECT: 09/20/2024
SUBDIVISION ORDINANCE,SECTION 7.200.8. - URBAN DESIGN PARTNERS PLLC
6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I.AT 28 DAYS AND SHALL COMPLY WITH SECTION CONTACT: BRIAN D.SMITH,PE
1000 OF THE NCDOT STANDARD SPECIFICATIONS.SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND ADDRESS: 1213 W MOREHEAD ST,STE 450 Q)
SHALL BE FOUR(4)INCHES THICK,CONSTRUCTED ON AN ADEQUATELY GRADED BASE,EXCEPT WHERE A SIDEWALK CROSSES A - ""�"" "` CHARLOTTE,NC 28208 i-
DRIVEWAY IT SHALL BE SIX(6)INCHES THICK. " �-xz"tl6 E
PHONE: [phone] FAX:[phone]
7. ALL CONCRETE SHALL BE CURED WITH 100%RESIN BASE,WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M.
SPECIFICATIONS C-309,TYPE 1,APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS OF PLACEMENT OF CONCRETE. ICONTRACTOR:
8. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS AFTER CONSTRUCTION TO ° ITIM MCCLELLAN 0
PREVENT EROSION. CONTACT: MILES-MCCLELLAN CONSTRUCTION i N N-
9. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER,WASTE,CONSTRUCTION MATERIAL OR - ADDRESS: 7504 E.INDEPENDENCE BLVD,SUITE 100 Q) D t2ti
OTHER OBJECTIONABLE MATERIAL.SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE - •. CHARLOTTE,NC 28227 N (J N t0
MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. 1„ - -I\ / H
PHONE: [phone] .J Q) cv
10.ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS - r \ - - TI- L FAX: [e-mail] CO +-r W
LAID. •. 01 O
11.ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER I 7 \ .^.^m • . .a ARCHITECT: Q) rJ m
TEST. °•a"1 ARCHITECTURE UNLIMITED,PLLC. Q 0
12,ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE CITY. I \ = -'-� II'. ® CONTACT: JEFF SHERER
13.CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS.THE CONTRACTOR SHALL
W ADDRESS: 110 MATTHEWS STATION STREET
PLACE AND MAINTAIN SIGNS,DANGER LIGHTS,BARRICADES,AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN \ \ >- CHARLOTTE,NC 28105
ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.). I ` _ /. h `PHONE: [phone]
14.SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER Y Li_
TEST.THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE Ce O
CURING COMPOUND.TOOLED JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE(5)FEET AND EXPANSION JOINTS I 3£ ... x QI Sheet List Table
H
AT INTERVALS NOT MORE THAN 45 FEET.THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1/4"PER FOOT. I �� W I Sheet Number Sheet Title
15,THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT ROADWAY.THE ' >- C-1.0 Cover Sheet
SIDEWALK SHALL BE NO LESS THAN SIX(6)INCHES OR MORE THAN 18 INCHES ABOVE THE ROADWAY CROWN,EXCEPT THAT THE I 1_
\ C-1.1 Submittal Table
CROSSWALK ELEVATIONS SHALL BE PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB. n III 0 C-2.0 Existing Conditions
16.IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPUCATION OF A TACK COAT MAY BE REQUIRED NEAR W U C-2.1 Demolition Plan CO
INTERSECTIONS.THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. J
STERIGENICS INTERNATIONAL I. H O C-3.0 Overall SRe Plan N
17.UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT PROPERTY ONES WHICH ARE NOT X- \ PARCEL 19917107 O C-3.1 Site Plan CO
PLANT MATERIALS FROM THE ORDINANCES APPROVED PLANT UST.LESS THAN 75 DEGREES AND,TO THE EXTENT POSSIBLE,PATHS CLEARED FOR SUCH UTILITY LINES SHALL BE REPLANTED WITH I ,I z z L I _ se5as.'2ACREse EXISTING BUILDING L,
C-3.2 Site Plan U
18.NO BUILDINGS,PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS. C-4.o Overall Grading Plan Z
C-4.1 Detailed Grading Plan te.
19.THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION C-5.0 Overall Storm Drainage Plan
EXISTS.THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO THE EXTENT NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF PROPOSED BUILDING /'� O
THIS SECTION. I _ EXPANSION 1 1 0 C-5.1 Detailed Storm Drainage Plan `v
20.UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL ENGINEER. DETERMINATION SHALL BE MADE IN THE FIELD. - ° C-5.2 Private Storm Profile C L
DRAINS TO BE INSTALLED PER CMLD STD#30.05. I I C-6.0 overall Utility Plan U
21.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. ' _ - ° C-6,1 Detailed Utility Plan .
1` C-7.0 Erosion Control Plan Phase 1
22."AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST BE SUBMITTED PRIOR TO A" •0
SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY I _I I C-7.1 Erosion Control Plan Phase C 7.-
SUBDIVISION ORDINANCE. • C-8.0 Site Specficatons&Details � �I��
23.CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM - - C-8.1 Erosion Control Details //���✓�� a
•
DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. I CO
x C-9.0 Turning Movement Plan W
24.THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES x x C-9.1 Turning Movement Plan rn
V/ O
AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. I f3 - I C-9.2 Turning Movement Plan •�. L /V/J� i
25.HIGH-DENSITY POLYETHYLENE(HDPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET n x " -. n scape Plan N
RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST ,' LS 20 Landscape Details
BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY. I - : „.•. . : .: ', J W
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26.CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT W1TH THE \ //.
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. / / / • co
27.ALL DEVELOPMENT CREATING A TOTAL 5,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM / / r
DRAINAGE DETENTION. -XX � / / . // PROJECT SCHEDULE:
28.NON-STANDARD ITEMS(I.E.PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT I / / /
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE / / PROJECT COMMENCEMENT:OCTOBER 2024
INSTALLATION.FOR CITY OF CHARLOTTE MAINTAINED,CONTACT ENCROACHMENTAGREEMENTCCHARLOTTENC.GOV, I / / PROJECT COMPLETION: MARCH 2O24
29.DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF TEMPORARY TRAFFIC CONTROL DEVICES DURING "
ALL PHASES OF CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITIONS OF THE CDOT WORK AREA TRAFFIC CONTROL I _ z . z • e i 1 , k k 1 k
HANDBOOK(WATCH),THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD),AND THE NCDOT ROADWAY STANDARD L _I- _ _
DRAWINGS.
'elf 'elf30.ANY WORK WITHIN THE CITY'S ROW OR CITY MAINTAINED INFRASTRUCTURE MUST BE APPROVED BY CDOT AND WILL REQUIRE A ROW \
USE PERMIT OR ROW LEASE DEPENDING UPON THE PROPOSED SCOPE AND DURATION OF CLOSURE.THESE APPROVALS ARE IN 11‘. 81
w w w
ADDITION TO SITE PLAN APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION.CONTRACTOR SHALL
CONTACT ROWUSEPERMITOCHARLOTTENC.GOV AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 a a a
DAYS.CONTRACTOR SHALL CONTACT LEASINGAGREEMENTOCHARLOTTENC.GOV AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN .!31 .!31OJ
•
30 DAYS.EVERY EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO ALL USERS OF THE PUBLIC ROW- rn w w w
31.THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER,TONY TAGLIAFERRI,OR THE CHARLOTTE DEPARTMENT OF v0-i o 0 0
TRANSPORTATION(CDOT)OR THEIR DESIGNEE AT 704-336-4119 TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATIONo,z \ > z z z
EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED ;u;�m a" 4 3 3 3
RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
32.PEDESTRIAN-SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY WITHOUT REVIEW AND BEFORE YOU DIG! >7 7 7
APPROVAL OF CDOT.DEVELOPER TO CONTACT CANDACE INGE(704-336-3932 OR CANDACE.INGEOCHARLOTTENC.GOV)FOR ALL CALL 811 OR 1-800-632-4949 In
LOCAL STREET LIGHTING CRITERIA WITH RESIDENTIAL SUBDIVISION PROJECTS AND TO CONTACT BRUCE HORLDT(704-589-5836 OR N.C.ONE-CALL CENTER A ry N N
BRUCE.HORLDT®CHARLOTTENC.GOV)FOR ALL OTHER PROJECTS UGHTING REQUIREMENTS.COORDINATE WITH DUKE ENERGY AND CDOT IT'S THE LAWI ~a.r o
AS NECESSARY TO DETERMINE LIGHTING LEVELS,UGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. ¢o N en
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33.PRIVATE DEVELOPMENT UTILTY RELOCATION COORDINATION-FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY N1m
RELOCATION NEEDS AND PROPOSED NEW UTIUTY INSTALLATIONS,PLEASE CONTACT UTILITYWORKPERMITBCHARLOTTENC.GOV. Z o 0 0
34.IT IS THE DEVELOPER,PROPERTY OWNER,OR A DESIGNATED REPRESENTATIVE'S RESPONSIBILITY TO CONTACT DUKE ENERGY AND
THE OTHER UTILITIES ON THE ADJACENT POLE UNE(S)(E.G.-AT&T,SPECTRUM,ETC.)EARLY IN THE PLANNING AND DESIGN PHASE I g
Project No: 23-CLT-064
OF THE PROJECT TO DETERMINE IF THE INITIAL PLANS CAN SAFELY ACCOMMODATE OVERHEAD UTILITIES WITHOUT CREATING ANY
NESC/OSHA VIOLATIONS.IF THERE IS AN EXISTING NESC/OSHA OVERHEAD UTILITY CLEARANCE REQUIREMENT THAT CONFLICTS WITH Date: 11.17.2023
THE BUILD-TO ZONE REQUIREMENT,AND IN CONSULTATION WITH CDOT R/W SECTION STAFF AND DUKE ENERGY IT HAS BEEN GRAPHIC SCALE
DETERMINED THAT BURYING UTILITY LINES ARE INFEASIBLE,THEN A NEW BUILD-TO LINE SHALL BE ESTABLISHED AT THE EDGE OF 0 20 40 80 160 Sheet No:
THE OVERHEAD UTILITY CLEARANCE REQUIREMENT.CONTACT KARIF TAYLOR AT DUKE ENERGY(KARIF.TAYLOR®DUKE-ENERGY.COM)
FOR OVERHEAD UTILITY CLEARANCE REQUIREMENT CONFLICTS. /^'
35.A JOINT USE MANHOLE(MEET-ME MANHOLE)IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM IN FEET) / I D 0
SERVICE PROVIDERS.THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.
1 inch=40 ft.