NCC217183_Site Plan or Location Map_20220103

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FINAL APPROVAL
PROJECT NUMBER:
EXISTING USE:
PROPOSED USE:
BUILDING HEIGHT:
MIN BUILDING SEPARATION:
A►IIli
DENSITY ALLOWED:
DENSITY PROPOSED
REQUIRED BUFFER:
PROVIDED BUFFER:
-.1r111911►[eiI--1_ 21
PARKING SPACES REQUIRED:
ADA PARKING REQUIRED:
PARKING SPACE PROVIDED:
9_1:�:�I►[e�y�r:1_Ty:�yl
TREE SAVE REQUIRED:
TREE SAVE PROVIDED:
SOLID WASTE/RECYCLE:
10/22/2021
`DRMF-2�_E TOWNHOME COMMUNITY
Robeft
KLENBURG COUNTY, NORTH CAROLINA - CITY LD PROJECT#: SDRMF-2021-00082
HONVOSUMENTS
Kev iinoi a rke r
t 0.96 AC. (41,796 SF)
t 0.39 AC. (17,182 SF)
t 1.35 AC. (58,978 SF)
t 1.25 AC. (54,638 SF)
MULTIFAMILY
VACANT
SINGLE FAMILY ATTACHED (TOWNHOMES)
28' 5" (40' MAX. HEIGHT)
i". 90:01
14 SINGLE FAMILY ATTACHED TOWNHOMES (FOR RENT)
22.0 DU / AC.
10.8 DU / AC.
16' CLASS 'C', REFER TO TABLE 12.302(b).
12 CLASS'C' W/ FENCE (75% OF REQUIRED 16)
15' FROM DEDICATED R/W. (UDO SECTION 9.303.19.F)
21 (USING 1.5 SPACE PER UNIT)
1 (1 VAN ACCESIBLE)
35 (2 ADA)
15' FROM BUILDING ENTRANCE SIDE.
S FROM ALL OTHER BUILDING SIDES.
15% OF GROSS SITE AREA, 0.20 AC.
15%, 0.20 AC.
REQUIRED:
1X8 CY DUMPSTER PER 30 UNITS
1X144 SF RECYCLING STATION PER 80 UNITS
PROVIDED:
1X8 CY DUMPSTER
1X144 SF RECYCLING STATION
ESTIMATED DATE OF CONSTRUCTION COMPLETION
SPRING 2022
PCSO SUMMARY
Original Parcel ID Number(s):
07105109 & 07105109
Development Type:
Commercial
Subject to PCCO? Y/N
YES
If NO, why?
Watershed
Western Catawba
Disturbed Area (ac):
1.88
Site Area (ac):
4.55
DA
Total on -site Drainage Area (ac):
4.55
Existing Built -upon -area (SF):
168,223
Existing BUA to be removed (SF):
71,334
Existing BUA to remain (SF):
96,889
Proposed New BUA (SF.):
63,546
Proposed % BUA:
63%
Density (High / Low)
HIGH
Total Post -Project BUA for site:
160,435
Development or Redevelopment?
Redevelopment
Natural Area Required (ac):
0.00
Natural Area provided, total (ac):
0.00
Undisturbed Trees Natural Area Preserved (ac):
0.00
Total stream buffer protected on -site (ali
N/A
Transit Station Area? Y/N
YES
Distressed Business District? Y/N
YES
Mitigation Type (if applicable)
N/A
Natural Area Mitigation? Y/N
NO
Estimated BUA Breakdown - Proposed
New On -Site (Total 14 Units)
New LucasTH 20' x 32' (No Garage) 640 SF. x 14 units.........................................................
New Parking Lot 12,982 SF...............................................................................
(Parking areas measured BOC. to BOC.)
New Sidewalks 4,037 SF..................................................................
(Internal sidewalks = 2,500 SF. )
New Additional Misc 276 SF...................................................................................
(Dumpster + Recycling Pad = 288 SF)
OtherMisc............................................................................................................
(Future use for common areas = 2,000 SF)
8,960 sq ft = 0.21 ac
12,982 sq ft = 0.30 ac
4,037 sq ft = 0.09 ac
0,276 sq ft = 0.01 ac
2,000 sq ft = 0.05 ac
Total Impervious Area................................................................................ 28,255 sq ft = 0.65 ac
TotalSite Area=....................................................................._............---- 1.35 ac
Total Net Site Area (after R/W Dedication)=....................................................................................................... 1.25 ac
Total Net Pervious Area, Existing=.....................-----------------------.---................----------------------------..------------. 0.60 ac
Impervious Area SummaU
I rrperv. Area
(Ac)
Proposed Townhomes 0.21
Proposed Parking, SW, & Misc. 0.40
Proposed Other Misc. 0.05
% of I rrp. Area of % Net Pervious
Net Site Area Site Area, Exist.
16.46%
31.76%
3.67%
Total New Proposed BUA 0.65
Existing BUA 0.65
51.89%
52.17%
Net BUA Increase* 0.00
-0.57%
CITY OF CHARLOTTE STANDARD NOTES
1. ALL CONSTRUCTION TO CONFORM TO CHARLOTTE / MECKLENBURG LAND DEVELOPMENT STANDARDS.
2. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
3. ALL ROAD IMPROVEMENTS AT SEYMOUR DRIVE + FABER STREET ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE
ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
4. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM.
5. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
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, WRITTEN 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 THE PLANS MAY BE ADJUSTED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED
STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
11. 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.
12. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOOD LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF
CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
13. 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.
14. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE
ADJACENT FINISHED GROUND SURFACE (ONLY APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT
CONSIDERED IN THE 100+1 FLOOD ANALYSIS).
15. PRIOR TO PLAT RECORDATION, OFFSITE R/WAND.OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED
ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED iAND CONSTRUCTION
LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
16. PER SECTION 20-16.12 OF THE SUBDIVISION ORDINANCE, THE CONTRACTOR SHALL IDENTIFY THE LOCATION OF ANY EXISTING
DEMOLITION LANDFILL ON THE SITE AND THE LOCATION OF ANY PROPOSED DEMOLITION LANDFILL SITES.
17. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
CDOT STANDARD NOTES
1. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE R/W (RIGHT-OF-WAY) REQUIRE A R/W 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 i THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE APPROVED BY CDOT
AND WILL REQUIRE A i USE PERMIT OR i 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. THE
CONTRACTOR SHALL CONTACT CDOT AT 704.432.1562 AT LEAST (5) BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS
LESS THEN 30 DAYS. THE CONTRACTOR SHALL CONTACT CDOT AT 704.336.8348 AS SOON AS POSSIBLE FOR IMPACTS GREATER
THEN 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 SIGNALIZING 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. THE 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 [e-mail]
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.
7. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING
FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION. (704.336.4025)
8. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, TRAFFIC MEN, ETC. FOR
MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY NCDOT AND CDOT.
GENERAL NOTES
1. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION IS PROVIDED BY PROVIDENCE LAND GROUP, DATED
03/25/2021, UNLESS NOTED OTHERWISE.
2. THE CIVIL ENGINEER AND THE OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR
SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY STANDARDS, LAWS, AND REGULATIONS.
4. CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
5. ALL LOCAL, MUNICIPAL, AND STATE LAWS, RULES, AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS
WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THE PROJECT CONTRACT DOCUMENTS AND THEIR PROVISIONS
SHALL BE CARRIED OUT BY THE CONTRACTOR.
6. DO NOT SCALE DRAWINGS IN THIS SET. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER THE SCALE SHOWN ON
THE PLANS, SECTIONS, PROFILES, AND DETAILS. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR SHALL REQUEST
CLARIFICATION FROM THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE.
7. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR,
DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE CIVIL ENGINEER AND/OR OWNER'S
REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE.
8. THE SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THE SITE PLAN AGAINST ANY
DEVELOPMENT REQUIREMENTS SPECIFIED BY THE SITE PLAN TO THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE
PRIOR TO ANY ACTUAL CONSTRUCTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY
WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CIVIL ENGINEER AND/OR OWNER'S REPRESENTATIVE OF ANY
DISCREPANCIES OR CONFLICTS.
10. ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION
BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS
WHICH MAY BE AVAILABLE. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
COMMENCEMENT OF ANY WORK.. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CIVIL ENGINEER AND/OR OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING
SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO
NOTIFICATION CENTER AND FACILITY OWNERS (PER NC STATUTE) NO LESS THAN 3 BUSINESS DAYS AND NO MORE THAN 12
WORKING DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER FORM OF CONSTRUCTION.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TO COMPLETE
ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF
THE RELOCATION AND ASSOCIATED WORK.
13. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND FEATURES TO REMAIN ON AND/OR ADJACENT
TO THE PROJECT SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE, AT THEIR OWN EXPENSE, ALL
DAMAGED ELEMENTS RESULTING FROM CONTRACTOR OPERATIONS OR NEGLIGENCE.
14. THE CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY REPAIR ANY ACTIVE UTILITIES THAT ARE DAMAGED DURING
CONSTRUCTION AT CONTRACTOR'S EXPENSE.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE CONSTRUCTION LAYDOWN
AREA, PERIMETER FENCE AND ASSOCIATED GATES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL OF
THE CONSTRUCTION LAYDOWN AREA, PERIMETER FENCE AND ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.
16. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE PUBLIC R/W (RIGHT-OF-WAY) IN ACCORDANCE WITH THE STANDARDS
OF THE NCDOT, CDOT, AND CITY OF CHARLOTTE.
17. ALL STANDARD NUMBERS REFER TO THE LATEST EDITION OF THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS
MANUAL AND THE NCDOT STANDARD DETAILS AND SPECIFICATIONS.
18. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY TO RELOCATE/REPLACE ANY EXISTING UTILITY AND/OR LIGHT
POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE MUST BE RELOCATED AT
THE CONTRACTOR'S EXPENSE.
19. ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID DIRECTLY BY THE OWNER.
TESTING SHALL BE PERFORMED, AT A MINIMUM, IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL
REPORT. IN THE EVENT THE RESULTS OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS,
SUBSEQUENT TEST NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE CONTRACTOR'S
EXPENSE. ELEMENTS FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT
THE EXPENSE OF THE CONTRACTOR.
--
SEYMOUR DRIVE f
40' PUBLIC R/W
x - - - -
PROP. TOWNHOMES
(14 UNITS)
I
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PROP. PARKING
10
PROPERTY LINE + I
I Q 92
II Q Q 9 3
xII
OVERALL DEVELOPMENT PLAN
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MARENE DR
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Sheet List Table
Sheet Number
Sheet Title
C0.00
COVER SHEET & NOTES
C0.01
EXISTING CONDITIONS SURVEY
C0.02
DEMOLITION PLAN
C1.00
SITE PLAN
C1.01
LANDSCAPE PLAN
C1.02
FIRE PROTECTION & ISD PLAN
C1.03
FABER STREET ROADWAY PLAN & PROFILE
C1.04
USPS CLUSTER MAILBOX PLAN
C1.05
LANDSCAPE NOTES + DETAILS
C2.00
GRADING PLAN
C2.01
PRIVATE WATER DISTRIBUTION PLAN
C4.00
EROSION CONTROL PLAN
C4.01
EROSION CONTROL DETAILS
C4.02
EROSION CONTROL DETAILS
C5.00
SITE DETAILS
C5.01
SITE DETAILS
C5.02
SITE DETAILS
C5.03
ARCHITECTURAL ELEVATIONS
C5.04
ARCHITECTURAL ELEVATIONS
ROUTE 74 & 29
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VICINITY MAP - NTS
CONTACT INFO
DEVELOPER:
CHMP WINGATE, Li
4601 CHARLOTTE PARK DR., SUITE #350
CHARLOTTE, NC 28217
PHONE: [phone]
CONTACT:
FRED DODSON I [e-mail]
LANDSCAPE ARCHITECT / CIVIL ENGINEER:
DPR ASSOCIATES, INC.
919 BERRYHILL ROAD, SUITE 101
CHARLOTTE, NORTH CAROLINA 28208
PHONE: [phone]
CONTACT:
BRENT STOUGH, PLA I [e-mail]
HY NGUYEN, PE i [e-mail]
SURVEYOR:
PROVIDENCE LAND GROUP
3716 PROVIDENCE ROAD SOTUH
WAXHAW, NORTH CAROLINA28173
PHONE: [phone]
CONTACT:
MATTHEW J. STIKELEATHER PLS i [e-mail]
MGM 0:1
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Know whaft below.
Call before you dig.
PPROVED FOR
ECKLENBLE(WLANNING IEWRTMENT
0 designing places for generations
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dprossociates.net
NC Firm License # C-0560
CLIENT / OWNER
CHMP WINGATE, LLC., FRED DODSON
4601 CHARLOTTE PARK DR., SUITE #350
CHARLOTTE, NC 28217
704-342-0933
ARCHITECT
SURVEYOR
PROVIDENCE LAND GROUP
3716 PROVIDENCE ROAD SOTUH
WAXHAW, NORTH CAROLINA 28173
PHONE: [phone]
KEY MAP
PROJECT
WINGATE
TOWNHOME
COMMUNITY
SEYMOUR DR.
CHARLOTTE, NC 28208
PROJECT NUMBER
20035
DATE
09/24/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: GE
DRAWN BY: MD/GE
CHECKED BY: HN
SEAL
I 0 / / 111//////
CA R O
SEAL <°
09.24 Q,9:30:13;04'00'
F° ...........
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/////1111111I I I I I I\\\\\\\�
SCALE
AS INDICATED
DRAWING
COVER SHEET & NOTES
C0000
ORIGINAL SHEET SIZE: 24" X 36"
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.