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Home My WebLink AboutNCC233484_Site Plan or Location Map_20231129 • h FINAL APPROVAL 11/7/2023 'VH, CHARLOTTE. PRO]ECT NUMBER: X-2021-000", (N ENGINEERING D" PCSO/ ENTION/DRAINAGE PLAN ..LID ...-( 1-N--, O ERSIGN CONT, �D4„,00° eff - • arval ustri URBAN FORESTRY t • ondon URBAN TREE ORDINANCE / • ¢CDOT 1 I L Key ,Parker DESIGN dr NOTE:THIS PRLOTT-RATERDOES NOT Charlotte NC INCLUDE CHARLOT1 ATER.FOR MORE PARTNERS INFORMATION,PLEON eLL 764-336-5499 1213 w mote,nc st.Ste 450 OR VISIT Crap://cftarloInUHa-.org NOTE:THIS PLAN APPROVAL CO OT a040 te,nc 28208 urbantlesignpariners.com INCLUDE COMMERCIAL ZONING.4N_ ,UILDINGnc firm no:P 704.334.3303 PERMITS AND ZONING APPROVALS CAN • 0418 OBTAINED AT MECKLENBURG COUNTY CODE sc CO8 nD:C-03044 ENFORCEMENT.PLEASE CALL RAC AT 704-314-:ODE(2633)FOR MORE INFORMATION. NOTE:SI HEDULE PRE-CONSTRUCTION MEETING -� AT LEAST 48 HRS.PR'O"TB'NY LAND 1 FORM FOUND ND AACTIVITY I ITY USING SINlG THE ONLINE �,` N IRON, GENERAL NOTES: - - _ _ 4-. - . / ,,ft�i. '''� __ 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL - - _ _ (CLDSM)AND THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT)STANDARD SPECIFICATIONS _ - _ - - _-- - FOR ROADS AND STRUCTURES UNLESS OTHERWISE SPECIFIED IN THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS - - - - - - - - --- - _ _ - - %.'P...s<' NEEe'�S�.``` MANUAL. / r .- __ - - - -- - - �- "'xi'9N s xx``-` m�;,,n 2. ALL PUBLIC STREETS WITHIN THE DEVELOPMENT WILL BE CONSTRUCTED TO THE CITY OF CHARLOTTE STANDARDS IN ORDER TO BE )- T DEDICATED PUBLIC RIGHT OF WAYS. I ,/I I \ 1. 7 - 3. ALL CURBS SHALL HAVE A 5'-0"RADIUS AT THE FACE OF CURB UNLESS OTHERWISE NOTED.ALL R/W SHALL HAVE A 20'RADIUS 4(' . - - - - 02.01.2022 OTHERWISE NOTED. I 'l • _�- ( I ri II- UNLESS 4. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM g50.05A OR#50.058.SIGNS SHOULD BE LOCATED PER CLDSM#50.06. I I 'I I I/ 17 I I 1 II I 5. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION. I II II \ x - x ' x , I I U I! J 6. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.FURTHER REQUIREMENTS MAY BE MADE BY THE CITY OF CHARLOTTE I I I J I I !�I I I \ J DEPARTMENT OF TRANSPORTATION(CDOT). II • II I U 7. NON-STANDARD ITEMS(I.E.: PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT OF WAY REQUIRE ENCROACHMENT AGREEMENT WITH I I 11 I •I I \ CV THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. • I II \ o CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL ENCROACHMENT AGREEMENTS.FOR CITY OF CHARLOTTE II I d N MAINTAINED STREETS,CONTACT CDOT AT(704)336-3888. I I I I .� CONTACT INFORMATION 8. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE RESTRICTIONS OF THE CITY OF CHARLOTTE 1 I I ' ) I I O N i Z SUBDIVISION ORDINANCE,SECTION 7.200.8. I I I • OWNER: U C I / 1 HK PERFORMANCE,LLC 2 m o 9. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I.AT 28 DAYS AND SHALL COMPLY WITH SECTION I CONTACT: MATHEW HICKS Y V O £ 1000 OF THE NCDOT STANDARD SPECIFICATIONS.SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND • I II i N SHALL BE FOUR(4)INCHES THICK,CONSTRUCTED ON AN ADEQUATELY GRADED BASE,EXCEPT WHERE A SIDEWALK CROSSES A I I I ;1 I I // i I I ADDRESS: 600BPARK STREET = c00 m DRIVEWAY IT SHALL BE SIX(6)INCHES THICK. I I BELMONT,NC 28012 10.ALL CONCRETE SHALL BE CURED WITH 100%RESIN BASE,WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M. I I - // i SPECIFICATIONS C-309,TYPE 1,APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS OF PLACEMENT OF CONCRETE. I I I i i I / I CIVIL ENGINEER&LANDSCAPE ARCHITECT: 11. ALL CURB AND GUTTER SHALL BE BACKRLLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS AFTER CONSTRUCTION TO • • I I • I I 8 URBAN DESIGN PARTNERS PLLC PREVENT EROSION. I / 1 - - - _ CONTACT: BRIAN D.SMITH,PE 12.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER,WASTE,CONSTRUCTION MATERIAL OR I I N� I I ADDRESS: 1213 W MOREHEAD ST.SUITE 450CZ OTHER OBJECTIONABLE MATERIAL.SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE \ x x x�, I CHARLOTTE,NC 28208 _ MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. I \ I I 'v \ \ i I ❑ PHONE: 704-334-3303 I11 13.ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS \ \ _-_- L I I ❑ }, LAID. /� I;lip I I I \\ \\ I �/14.ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER I v TEST. - I _ 15.ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE CITY. 1. I I 1 it \\\ \\\ I 16.CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS.THE CONTRACTOR SHALLI I I 1 PLACE AND MAINTAIN SIGNS,DANGER LIGHTS,BARRICADES,AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN I I� I II \ \ -IJ ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.). I , --- I I -- 17.SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER I� • I1 \\\ \\\ U I 1 1 Sheet List Table TEST.THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE I I I I \ \ I I CURING COMPOUND.TOOLED JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE(5)FEET AND EXPANSION JOINTS 1 \ \ I Sheet Number Sheet Title AT INTERVALS NOT MORE THAN 45 FEET.THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1/4"PER FOOT. IL.-- \ \ 18.THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT ROADWAY.THE I I I I \ \ I 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 \ \ W T-i il CROSSWALK ELEVATIONS SHALL BE PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB. - I \ \ 1 C-2.0 Existing Conditions CO IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR I I I I \ \ I C-3.0 Site Plan `►, INTERSECTIONS.THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. I I \ \ L_ - m `V • _ _ o C-4.0 Grading&Storm Drainage Plan 20.UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT PROPERTY LINES WHICH ARE NOT I I I \ \ -1 > LESS THAN 75 DEGREES AND,TO THE EXTENT POSSIBLE,PATHS CLEARED FOR SUCH UTILITY LINES SHALL BE REPLANTED WITH I O C-4.1 Profiles ^^,, PLANT MATERIALS FROM THE ORDINANCES APPROVED PLANT LIST. I / \ \ S W 21.NO BUILDINGS,PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS. I I I \\ \\ \ 1 o i C-4.2 Creek Sections /{� r�n 22.THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION I I \ \ \ C-4.3 Cedarvale Cross Sections `v "' 0 EXISTS.THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO THE EXTENT NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF _ _ _I_ I \ \ 73 i z THIS SECTION. \ \ u C-4.4 Cedarvale Cross Sections 23.UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL ENGINEER. DETERMINATION SHALL BE MADE IN THE FIELD. - - - - _I_ _ _ \ \ \ �1 C-5.1 BMP Plan& [//��'`) Fz DRAINS TO BE INSTALLED PER CMLD STD p30.05. I I I \ \ 1W O 24.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. - II . I 1 C-5.2 Storm Drainage Area Plan L 25."AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST BE SUBMITTED PRIOR TO I TF-j% C-5.3LI BMP Drainage Area Plan U SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY r . _ . 1 .I- . LI. L . _ . lam. Jirj SUBDIVISION ORDINANCE. I I . / 0 C-7.0 Erosion Control-Phase 1 26.CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM I n C-7.1 Erosion Control-Phase 2 DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. I I- _ 27.THE PURPOSE OF THE STORM DRAINAGE EASEMENT(ODE)IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES II • r x 1111 ❑ I C-$.0 Site Specifications&Details AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. I I I / I C-8.1 Site Specifications&Details 28.HIGH-DENSITY POLYETHYLENE(HDPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET • -_� / I RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST I \ I� I I C-8.2 Erosion Control Details N N N N N N N BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBUC STREET RIGHT-OF-WAY. 0 Z Z Z Z Z Z Z - I C-8.3 Erosion Control Details 2 2 2 2 2 2 2 29.ALL ROAD IMPROVEMENTS ON CEDARVALE ROAD ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT C, I-- N PRIOR TO CONSTRUCTION. Z - - _ - _ - I C-$.4 Erosion Control Details 00000000 _ _ _ o}o}o}0}0}0}0 30.CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE - - �❑ I (',-9,$ Intersection Sight Distance IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. \ IL J ¢ U U U U U U U 31 ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM �� -� I EL] I I I LS-1.0 Landscape Plan a a a a a a a DRAINAGE DETENTION. \ ' $ 0000000 LS-2.0 Landscape Details 00DDDDDDD 32.NON-STANDARD ITEMS(IE: PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE ` ---- i----� ---A I I I Lii ,I,I CICI.R1R1 INSTALLATION.FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT CDOT AT 704-336-3888. .: I A-1 Architectural Floor Plan Q m,7!,'g n'Al', . -- - - _ - - - - - A-2 Architectural Elevations o o o 0 33.ANY WORK WITHIN THE CITYS R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE APPROVED BY CDOT AND \ ^^ - - - -- W1LL REQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING UPON THE PROPOSED DURATION OF CLOSURE. THESE APPROVALS I c Z-N 0 0.LO OD r ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL - \ - - CONTACT CDOT AT(704)432-1562 AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. I CEDARVALE ROAD CONTRACTOR SHALL CONTACT CDOT AT(704)336-8348 AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY 60:PUBLIC RAV EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS. I \ Project No: 20-CLT-077 34.THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION(GUS JORDI,704-336-7086)TO IDENTIFY ANY T T T T Date: 12/04/2020 CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER - I I I I .44/41) Designed by:UDP 35.DEVELOPER TO CONTACT CDOT(ANTHONY MENDEZ: 704-336-4971)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 �I I I Drawn By:UDP LEVELS,LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. u I I I11; Sheet No: 36.PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION-FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY GRAPHIC SCALE RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS,PLEASE CONTACT RALPH TRUITT,CDOT ROW UTILITY COORDINATOR 60 0 30 60 120 AT 704-336-4248 OR RTRUITTeCHARLOTTENC.GOV. I _ 37.A JOINT USE MANHOLE(MEET-ME MANHOLE)IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM F-I I^III 1 Ir SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY. , I - I � 1 INCH-60 FEET ■