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HomeMy WebLinkAboutNCC230006_Site Plan or Location Map_20230104C Qb PP I 0 O 2 I I 25.00' EXISTING R/W \ i MEASURED FROM CL Of 1 I I I I I � I I � I O I = I I I I I 25.50' \ I PROPOSED R/W O MEASURED I U FROM CL o I I � I I I mz I I _ m 00 I I mac I I O 0 O m I D I I I � I \ o !Y I I I I I I � I \\ I I o'4- PROPOSED CROSSWALK. 2 I I \ PROPOSED ASPHALT TO MEET FLUSH WITH I EXISTING, TYP. I I I o T PROPOSED STREET I SIGN. I O I PROPOSED STANDARD 2'-6" CURB AND GUTTER. I PROPOSED SIDEWALK EASEMENT, TYP. I P66E -PG&E 6.00' PROPOSED 6' SIDEWALK I 1- S.00' TYP. I I I. J ST SCM#1 10.00' PROPOSED STOP SIGN. PROPOSED CURB TRANSITION FROM - 2'-6" STANDARD CURB TO 2'-0" VALLEY CURB, TYP. SEE DETAIL 13/CX-103. 10.00, osq,RNV )P,,O, RMRMRM \PROPOSED G�,� o m ACCESSIBLE RAMP, TYP. I G=�I I I 5. o' I I I I 3 I I I PROPOSED 4' BLACK VINYL COATED CHAIN LINK FENCE, PLACED 6" FROM BACK FACE OF RETAINING WALL TYP. PROPOSED CAST IN PLACE RETAINING WALL. PROPOSED 15' PRIVATE STORM DRAINAGE EASEME' T 40.00' 80 Lot 1 V I Lot 2 c' 3,542 SF 00 0I 3,538 SF -NOW OR FORMERLY- -NOW OR FORMERLY 1 CRAIG CRIS71NA JANE D FRA YTET I DB J36441330 DB 1OJ701712 I PID 10110162 1 PID 10 110 156 I 1 I 1 PROPOSED 10' PRIVATE STORM 1 I DRAINAGE EASEMENT, TYP. I I I PROPOSED 15' PRIVATE STORM I I DRAINAGE EASEMENT, TYP. I I I I I 40.00' 40.00' 40.00' 40.00' 39.78' 1.76' m ;a N (T <Wmo -7po I ���o �. 0 I I � I Lot ,I 3,534 SF00 I I1 L I PROPOSED PRIVATE STORM I DRAINAGE EASEMENT, TYP. 24.00' TYP. PROPOSED 15' PUBLIC STORM ~ e DRAINAGE EASEMENT, TYP. 40.00, 40.00' w 40.00' Wd NV2] wvg- W/2] 2j /,Wvej T 2j Nv2j -� o ei NV2j °• °• s s s �cn •' o PARK STROLL COURT 56' PUBLIC R/W RM RM RM RM RM RM RM RM RM _ -- - -X -- -- - - -- -- -- PROPOSED RESIDENTIAL MEDIUM PROPOSED CONCRETE ROAD. SEE DETAIL 5/CX-103. SIDEWALK, TYP. - HOUSE PROPOSED 2'-0" VALLEY MINIMUM S SPACING FROM PROP. R/W TO ADJACENT PROPERTY. TO CURB AND GUTTER, TYP. BE DEDICATED AS COS. -NOW OR FORMERL Y BEVERL Y DIANE BURNETT WCKIE B WERTZ DB 16081289 PID 10110101 10.00, 5.00' SIDE SETBACK, TYP. -NOW OR FORMERLY MARCO T & JUD Y GARCIA DB J2781140 PID 10110151 TREE SAVE MITIGATION Lot 7 AREA: 4,138 SF Lot 4 N I Lot 5 1 I Lot 6 0 l 3,556 SF 3,530 SF I 3,527 SF 1 3,523 SF co 1 C, m o, W o I L 0 �O � Z 16.00' • ° D '• D TYP.. . - V. 40.00, 40.00, N a °• . AN2i ' NV2j Nvb M#8 s s •e.•' a •e.•' e �Crl �o �o L 13.00 - s ° •s Nvb 40.00' Wd ° s s •s .• P p RM R/W R/W R/W NV R/W RM RM PROPOSED RESIDENTIAL DRIVEWAY CUT, TYP. SEE DETAIL 6/CX-103. I I -NOW OR FORMERLY I EARL P HARDING DB 296961499 PID 10 110 105 PROPOSED 2'-0" VALLEY GUTTER, TYP. -NOW OR FORMERLY ZE NAN ROAN DB 251JO1862 PID 10110106 CDOT NOTES: 1. 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 INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT 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. CONTRACTOR SHALL CONTACT CDOT AT (704) 432-1562 AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTRACTOR SHALL CONTACT CDOT AT (704) 336-8348 AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 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 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 4. 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 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 RTRUITT@CHARLOTTENC.GOV. 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. c c zl ' D 4 RM - RM - RM - - RM - - RM - - - - PROPOSED MAILBOX CLUSTER UNIT. SEE DETAIL 14/CX-103. III I -NOW OR FORMERL Y- I FERRIS M WAY I DB 225661227 PID 10110107 COS 0.19 AC I 1 1 I \1 I 1 I 01 1 I 1 1 I 1 1 1) 1 II II II I II -NOW OR FORMERL Y_ I KEITH KROEHLER I JULIE J KROEHLER I DB 24120IJ00 I PID 10110108 CITY OF CHARLOTTE NOTES: 1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. 2. ALL ROAD IMPROVEMENTS AT ARNOLD DRIVE ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. 3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY). 4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. 5. DIRECT VEHICULAR ACCESS TO ARNOLD DRIVE FROM LOTS 1-7 IS PROHIBITED. 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, 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 SHOWN ON PLANS ALONG ARNOLD DRIVE MAY BE ADJUSTED BASED UPON 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. BUILDINGS 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. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8. 15. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY. 16. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOTS 1-7 SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS.) 17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. 4,� Q A,pNpID pR SITE C�NrRALAVE. VICINITY MAP SURVEY DISCLAIMER N.T.S. TOPOGRAPHIC SURVEY DATED MARCH 15, 2021 PROVIDED BY CAROLINA SURVEYORS, INC. LEGEND SYMBOL DETAIL PROPOSED SIDEWALK 4/CX-103 PROPOSED ACCESSIBLE RAMP 8&9/CX-103 PROPOSED 2'-0" VALLEY CURB & GUTTER 2/CX-103 PROPOSED 2'-6" CURB & GUTTER 1/CX-103 :ST PROPOSED STOP SIGN -/- }( PROPOSED STREET SIGN 10,11&12/CX-103 PROPOSED REINFORCED TURF LANE 5/CX-104 d Q PROPOSED HEAVY DUTY CONCRETE 6/CX-104 NOW OR FORMERL Y­ " •- , CHARLOTTE HOME BUILDERS LLC DB J157JI400 PID 10 110 150 PROPOSED TREE SAVE MITIGATION AREA / DIMENSION CONTROL NOTES: 1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 2. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. 3. CONTRACTOR SHALL STAKE SITE AS INDICATED ON THE CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTIFY BLOC DESIGN IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK. 4. ALL DIMENSIONS ARE TO FACE OF BUILDING, BACK OF CURB OR PROPERTY LINE UNLESS OTHERWISE NOTED. 5. ALL SIDEWALKS SHALL BE FIVE (5) FEET WIDE UNLESS OTHERWISE NOTED. 6. ALL SITE/CIVIL DETAILS SHALL BE CONSTRUCTED ACCORDING TO THE CONSTRUCTION DOCUMENTS. 7. ALL CURB AND GUTTER RADII SHALL BE 4.50 FEET, BACK OF CURB, UNLESS OTHERWISE NOTED. 8. STOP SIGNS SHALL BE R1-1, 30 INCHES x 30 INCHES. SIGNS SHALL COMPLY WITH STANDARDS SET FORTH IN THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 9. STOP BARS SHALL BE 18 INCHES WIDE AND THE WIDTH OF THE APPLICABLE LANE. 10. ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE, UNLESS OTHERWISE NOTED. 11. ALL NEWLY PLACED CURB AND GUTTER LINES THAT EXHIBIT MORE THAN ONE CRACK PER TEN -FOOT SECTION SHALL BE REMOVED AND REPLACED IN ITS ENTIRETY. A SINGLE CURBLINE CRACK WITHIN A TEN -FOOT SECTION SHALL BE SAWCUT AND EPDXY FILLED PROVIDED DIFFERENTIAL SETTLEMENT OR HORIZONTAL SEPARATION HAS NOT OCCURRED. CRACKS THAT EXHIBIT DIFFERENTIAL SETTLEMENT GREATER THAN ONE -EIGHTH (1/8) INCH OR HORIZONTAL SEPARATION GREATER THAN ONE -QUARTER (1/4) INCH WITHIN A TEN -FOOT SECTION, SHALL REQUIRE THE ENTIRE TEN -FOOT CURB AND GUTTER SECTION TO BE REPLACED. ZONING SUMMARY: 18. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION OWNER: SELWYN CAPITAL LLC AND BUCKHEAD CAPITAL LLC FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN OWNER PHONE #: N/A ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE. OWNER ADDRESS: 2824 BRIARCLIFF PL. CHARLOTTE, NC 28207 19. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND CIVIL ENGINEER/LANDSCAPE ARCHITECT: BLOC DESIGN, PLLC DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE BLOC DESIGN PHONE #: 704-940-2883 ENGINEERING FOR APPROVAL. ZONING DESIGNATION: R-8(CD) (REZONING PETITION 2020-168) PARCEL SIZE: 1.57 ACRES 20. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER JURISDICTION: CHARLOTTE DISTURBED AREA: 1.49 AC QUALITY BMP'S AND DETENTION SYSTEMS MUST BE PROVIDED. PROPOSED USE: SINGLE FAMILY DETACHED (7 UNITS) 21. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION PROPOSED DENSITY: 7.38 UNITS/ACRE EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED PCSO WATERSHED: CENTRAL CATAWBA R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN. PARCEL NUMBER: 10110157 22 PER SECTION 18 175E OF CITY CODE AND SECTION 10 0 OF THE CITY'S POST DIMENSIONAL STANDARDS () CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL REQUIRED LOT WIDTH: 40' Min. NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS LOT SIZE: 3500 ft2 Min. (PCCES) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. SETBACK AND YARD REQUIREMENTS FRONT: 17' 23. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF SIDE: 5' TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS REAR: 20' WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED GARAGE: 20' TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE SCREENING REQUIRED CONTRACTOR/DEVELOPER. FRONT: N/A SIDE: N/A 24. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS REAR: N/A ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION BUFFERS REQUIRED (704-336-4025) OR VISIT HTTP:/NWVW. FRONT: N/A CHARM ECK. 0 RG/DE PARTM ENTS/TRANSPO RTATI 0 N/STRE ET+MAI NTENAN CE/HO ME. HTM SIDE: N/A REAR: N/A 25. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT PARKING SUMMARY (CHARLOTTE: 2 SPACES PER UNIT) WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA REQUIRED: 14 DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF PROVIDED: 14 (REGULAR: 14; ACCESSIBLE: 0 INC. VAN SPACE; COMPACT: 0) CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT (704) 336-3888. LOADING SPACES: N/A 26. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART BICYCLE PARKING SUMMARY (CHARLOTTE: NONE REQUIRED) OF THE DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED SHORT TERM: N/A IN SUCH AWAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE LONG TERM: N/A TO THE EXTENT FEASIBLE. THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL. 27. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT (704) 432-1562. 28. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE I , AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT Q luj�ul MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. 1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES, CONTRACTOR SHALL CONTACT CDOT AT (704) 336-8348. SIGNAGE, FLAGGERS, SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS AND THE PUBLIC. 29. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT CDOT 2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA AT (704) 336-8348. DEPARTMENT OF TRANSPORTATION AND CHARLOTTE WATER. • 011101111 Bloc Design 2923 S. Tryon Street, Suite 320 Charlotte, NC 28203 phone: 704-940-2883 www.bloc-nc.com landscape architecture I planning I civil engineering y Y I PARK STROLL REVISIONS NO. DATE DESCRIPTION 1 09.15.21 CITY COMMENTS 2 10.13.21 CITY COMMENTS 3 12.16.21 CITY COMMENTS Disclaimer ©2021: Information contained in this document is the property of Bloc Design, PLLC. and the project client listed on this document. The reproduction, copying, and other use without written consent is prohibited and may be subject to legal action to the fullest extent possible. stamp / seal: IGAr P-1007 c C-390' III//II11111\``�` CARO 2 O o v �h�� �� 9Pn •.7 _ No. 10,53 m_ _ a Win.. yi •• � 12-16-21 Park Stroll Single -Family Subdivision 2733 Arnold Drive Charlotte, NC 28205 PLAN NORTH TRUE NORTH N 2 SCALE: 1 "= 20' 0 10' 20' 40' DATE: 09/15/21 MPIC: WLL DRAWN BY: FS, CEB, SNH CHECKED BY: DSK/DCT PROJECT NUMBER: 00774.01 SCALE: 1 "=20' TITLE: DIMENSION CONTROL PLAN SHEET NO.: cs- 10 1 S:\Projeds\00774 Arnold Single Family\Plans\Produdion DWGs\00774-CS-100_Dimension Control.dwg, 12/16/2021 11:54:21 AM, luke hanna, Bloc Design