NCC242663_Site Plan or Location Map_20240828

FINAL •PPROVAL
• DATE:8/ 6/2024
illPROJECT UMBER:LDCP-2024-00505
THIS'Iry-a DOES NOT INCLUDE CHARLOTTE WA-EER.
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3301 Rocky River Rd Charlotte, NC 28213 PARTNERS
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704.334.3303PD105-052-03 & 105-052-01 urbedesignpertners.c om
nc firm no:P-041 B NO Goa no:C-03044
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�� CONTACT INFORMATION o?•�E 's�••�y;
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this is early grading only. any permanent construction is at the risk '_. .
GENERAL NOTES: OWNER: -
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL(CLDSM)AND THE LATEST of the project and subject to change pending the approval of the PENMITH HOLDINGSLLC may�048+1��; \
EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT)STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE CONTACT: BRIAN SMITH C. °••.QINE.•'
SPECIFIED IN THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL. ADDRESS: 1213 W MOREHEAD ST,STE 450 �yeARRe
2. ALL PUBLIC STREETS`WITHIN THE DEVELOPMENT WILL BE CONSTRUCTED TO THE CITY OF CHARLOTTE STANDARDS IN ORDER TO BE DEDICATED PUBLIC RIGHT subdivision plans. CHARLOTTE,NC 28208 ''//11111`\\
OF WAYS.
PHONE: [phone]
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 UNLESS OTHERWISE 08/07/2024
NOTED. CIVIL ENGINEER&LANDSCAPE ARCHITECT:
4. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#50.05A OR#50.05B.SIGNS SHOULD BE LOCATED PER CLDSM#50.06. URBAN DESIGN PARTNERS PLLC (,) N
5. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION. CONTACT: HANNAH BREED,PE -I
ADDRESS: 1213 W MOREHEAD ST,STE 450 J
6. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.FURTHER REQUIREMENTS MAY BE MADE BY THE CITY OF CHARLOTTE DEPARTMENT OF CHARLOTTE,NC 28208 CO CO
TRANSPORTATION(CDOT). PHONE: [phone] -
7. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE RESTRICTIONS OF THE CITY OF CHARLOTTE SUBDIVISION ORDINANCE, .-
SECTION 7.200.8.
ARCHITECT: _� 03
8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I.AT 28 DAYS AND SHALL COMPLY WITH SECTION 1000 OF THE NCDOT TOLL BROTHERS O R O
STANDARD SPECIFICATIONS.SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND SHALL BE FOUR(4)INCHES THICK, CONTACT: GEORGE WALSH I G p
CONSTRUCTED ON AN ADEQUATELY GRADED BASE,EXCEPT WHERE A SIDEWALK CROSSES A DRIVEWAY IT SHALL BE SIX(6)INCHES THICK. / ADDRESS: 9130 KINGS PARADE BLVD U
9. ALL CONCRETE SHALL BE CURED WITH 100%RESIN BASE,WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M.SPECIFICATIONS C-309,TYPE 1, CHARLOTTE,NC 28273 ' 0 Z
APPLIED AT ONE GALLON TO 400 SF WTHIN 24 HOURS OF PLACEMENT OF CONCRETE. / PHONE: [phone] E m 6
10.ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS AFTER CONSTRUCTION TO PREVENT EROSION. / C
CO 73
11.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER,WASTE,CONSTRUCTION MATERIAL,OR OTHER OBJECTIONABLE / a N U
MATERIAL.SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR \
BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROWNG. \ AAUCOM5 NURSERY COMPANY Sheet List Table
D.B.7989,PG.757
12.ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID. PIN: 05-35r-05
IOW.NS
-COMMERCIAL USE HORTIPRODUR L- Sheet Number Sheet Title
13.ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER TEST. /
PRODUCTION
14.ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE CITY. /
\ C-1.0 Cover Sheet
15.CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS.THE CONTRACTOR SHALL PLACE AND MAINTAIN \
SIGNS,DANGER LIGHTS,BARRICADES,AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL C-1.1 Submittal Table
HANDBOOK(WATCH.). A
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16.SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER TEST.THE SURFACE OF C-2.0 Existing Conditions
THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE CURING COMPOUND.TOOLED JOINTS SHALL BE -/ \
PROVIDED AT AN INTERVAL NOT LESS THAN FIVE(5)FEET AND EXPANSION JOINTS AT INTERVALS NOT MORE THAN 45 FEET.THE SIDEWALK SHALL HAVE A \ ` C-7.0 Erosion Control-Phase 1 J
LATERAL SLOPE OF 1/4"PER FOOT. / \
/ \ \ C-7.1 Erosion Control-Phase 2
THAN 17. HE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT ROADWAY.THE SIDEWALK SHALL BE NO LESS \ PARCEL A
SIX(6)INCHES OR MORE THAN 18 INCHES ABOVE THE ROADWAY CROWN,EXCEPT THAT THE CROSSWALK ELEVATIONS SHALL BE PROPERLY RELATED 'REVISEDMRec70,PA.219SURVEY'
TO THE EXISTING OR PROPOSED ROADWAY CURB. / MA AMr cAaoLINA cORPoRA oN C-8.2 Erosion Control Details
18.IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS.THESE \ D.B.
ios'o5z 9z5 /D�
REQUIREMENTS TALL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. / \ \ USE:SINGLE raw, C-8.3 Erosion Control Details
\ REsmENruL-AcaucE CO
19.UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT PROPERTY ONES WHICH ARE NOT LESS THAN 75 DEGREES AND, CPS / RD-6.2 Temp.Driveway ISO `7�'
TO THE EXTENT POSSIBLE,PATHS CLEARED FOR SUCH UTILITY ONES SHALL BE REPLANTED WITH PLANT MATERIALS FROM THE ORDINANCES APPROVED PLANT Q.00/. / /` Ki
LIST. "v�O PARCEL B - CM
°RENSED RECOMBINATION SURVEY"
20.NO BUILDINGS,PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS. 0,Z•J�`b 9 / \ EDWARD ANDREW HODGES TRUST U
J�Q����•Q - / .R� / GOLD:IA5-052-249 Z
21.THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION EXISTS.THESE AREAS SHALL Q 3�J Q r4r PIN'
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REMAIN UNDISTURBED EXCEPT TO THE EXTENT NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF THIS SECTION. 0�e0,1,p':`,:Z44 / 'O\ \ use USE VAwE;'2cooTE C
22.UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL ENGINEER. DETERMINATION SHALL BE MADE IN THE FIELD. DRAINS TO BE 'T \ /., �Q \ o
INSTALLED PER CMLD STD#30.05. is
4' / \ E �I .
23.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. \ / \ w`
24."AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL \ / \ 0 (A 1�
INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE. \ V!
25.CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE >
MODIFICATION BASED UPON FIELD CONDITIONS. \ > 0 v,
26.THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO \ CC
0.g D7548 ANDREW 000 / M 1- T
STORM WATER FLOW IS PROHIBITED. PIN:105-052-05 Y
\ SITE DEVELOPMENT PLANS UNDER SEPARATE COVER \ USE AGRICULTURAL-COMMERCLLL ZONING:N1-A Q) 0
27.HIGH-DENSITY POLYETHYLENE(HOPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED (LDCP-2024-00310) PRODUCTION /
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 PUBUC STREET RIGHT-OF-WAY. / O
28.ALL ROAD IMPROVEMENTS ON ROCKY RIVER RD AND JOHN RUSSELL RD ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT \ \\ / / , U M
PRIOR TO CONSTRUCTION. \� M
\ / PROJECT SCHEDULE:
29.CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE PARCEL B
SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. PROJECT COMMENCEMENT:OCTOBER 2024
30.ALL DEVELOPMENT CREATING A TOTAL OF 5,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 2008 WILL REQUIRE STORM DRAINAGE DETENTION. \ / sr PROJECT COMPLETION: OCTOBER 2025
31.NON-STANDARD ITEMS(IE: PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE \ \ / USE USE VALUE TOTESTS ,.;/"
CHARLOTTE DEPARTMENT OF TRANSPORTATON/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.FOR CITY OF CHARLOTTE \ .2// / Ti
MAINTAINED STREETS,CONTACT ENCROACHMENTAGREEMENT®CHARLOTTENC.GOV. i '� a
32.DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF TEMPORARY TRAFFIC CONTROL DEVICES DURING ALL PHASES OF --- - - - - - - --i - ,s_ / f
CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITIONS OF THE COOT WORK AREA TRAFFIC CONTROL HANDBOOK(WATCH),THE MANUAL ON UNIFORM \ - j
TRAFFIC CONTROL DEVICES(MUTCD),AND THE NCDOT ROADWAY STANDARD DRAWINGS. = __ - �/.: w
/ 81
33.ANY WORK WITHIN THE CITY'S ROW OR CITY MAINTAINED INFRASTRUCTURE MUST BE APPROVED BY COOT AND WILL REQUIRE A ROW USE PERMIT OR ROW _ _ ��
LEASE DEPENDING UPON THE PROPOSED SCOPE AND DURATION OF CLOSURE.THESE APPROVALS ARE IN ADDITION TO SITE PLAN APPROVALS AND SHOULD _ - -- -,, __ �� _ " • 0)
BE COORDINATED WITH COOT PRIOR TO CONSTRUCTION.CONTRACTOR SHALL CONTACT LEASEPERMITEMENTOOTTENCTTEN .G LEAST 5 BUSINESS DAYS PRIOR // ROCKY RIVER ROAD -- \ ��� z
TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS.CONTRACTOR SHALL CONTACT LEASINGAGREECHARLOHARLOTTENC.GOV AS SOON AS POSSIBLE FOR - -
IMPACTS GREATER THAN 30 DAYS.EVERY EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO ALL USERS OF THE PUBUC ROW. / _-� VARIABLE WIDTH NCDOT R/W \ N i'
/ �,- 4+AVENUE
34.THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER,TONY TAGLIAFERRI,OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION(COOT) / i%�� M.B.41,PG.891
OR THEIR DESIGNEE AT 704-336-4119 TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATON EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO , /� 35 MPH SPEED LIMIT - BEFORE YOU DIG!
COORDINATE RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE , G/ , -„ > a.
CONTRACTOR/DEVELOPER. CALL 811 OR 1-800-632-4949 In
N.C.ONE-CALL CENTER
35.PEDESTRIAN-SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY WITHOUT REVIEW AND APPROVAL OF CDOT. \ IT'S THE LAWI
DEVELOPER TO CONTACT CANDACE INGE(704-336-3932 OR CANDACE.INGE®CHARLOTTENC.GOV)FOR LOCAL STREET LIGHTING CRITERIA WITH RESIDENTIAL Q c
SUBDIVISION PROJECTS AND TO CONTACT BRUCE HORLDT(704-5ECESSA6 OR BRUCE.HORLD GHTINGLOTTELS, )FOR ALL OTHER PROJECTS LIGHTING �� Vy \\ 0 g
REQUIREMENTS.COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS,LIGHTING LAYOUT AND REQUIREMENTS FOR /INSTALLATION. \\\0 \\ V// '5``ov,�
36.PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION-FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY RELOCATION NEEDS AND \\
PROPOSED NEW UTILITY INSTALLATIONS,PLEASE CONTACT UTILTTYWORKPERMITWCHARLOTTENC.GOV.
0 Project No: 23-CLT-082
37.IT IS THE DEVELOPER,PROPERTY OWNER,OR A DESIGNATED REPRESENTATIVE'S RESPONSIBILITY TO CONTACT DUKE ENERGY AND THE OTHER UTILITIES ON Date: 04.29.2024
THE ADJACENT POLE UNE(S)(E.G.-AT&T,SPECTRUM,ETC.)EARLY IN THE PLANNING AND DESIGN PHASE OF THE PROJECT TO DETERMINE IF INITIAL PLANS GRAPHIC SCALE
CAN SAFELY ACCOMMODATE OVERHEAD UTILITIES WITHOUT CREATING ANY NESC/OSHA VIOLATIONS.IF THERE IS AN EXISTING NESC/OSHA OVERHEAD UTILITY Sheet No:
CLEARANCE REQUIREMENT THAT CONFLICTS WITH THE BUILD-TO ZONE REQUIREMENT,AND IN CONSULTATION WITH COOT R/W SECTION STAFF AND DUKE 0 50 100 200 400
ENERGY IT HAS BEEN DETERMINED THAT BURYING UTILITY LINES ARE INFEASIBLE,THEN A NEW BUILD-TO LINE SHALL BE ESTABLISHED AT THE EDGE OF THE
OVERHEAD UTILITY CLEARANCE REQUIREMENT.CONTACT KARIF TAYLOR AT DUKE ENERGY(KARIF.TAYLORBOUKE-ENERGY.COM)FOR OVERHEAD UTILITY
CLEARANCE REQUIREMENT CONFLICTS. D O
IN FEET)
38. A JOINT USE MANHOLE(MEET-ME MANHOLE)IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM SERVICE PROVIDERS.THE 1 inch=100 ft.
JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.