(CPT ENGINEERING AND SURVEYING, INC.)ww.charmeck.org/Planning/Subdivision/Approvals/2018/... ·...

LANDSCAPE DRAWINGS(DEBORAH M. BROWN LANDSCAPE ARCHITECTURE)

CIVIL DRAWINGSDRAWING INDEX

(CPT ENGINEERING AND SURVEYING, INC.)

Know what's

R

DUKE ENERGYCONTACT: DANNY FOXX (ENGINEER II)OFFICE: (704) 395-4318CELL: (704) 604-116224-HR CUSTOMER SERVICE: (800) 777-9898BUILDER LINE: (800) 454-3853EMAIL: [email protected]

AT&T 4100 SOUTH STREAM BLVD.

CHARLOTTE, NC 28217CONTACT: FONG VUEOFFICE: (704) 329-3821CELL: (980) 205-0000 EMAIL: [email protected]

UTILITY CONTACT INFORMATION

PROPERTY OWNER/ DEVELOPER:BRC SALOME CHURCH, LLC5826 SAMET DRIVE, SUITE 105HIGH POINT, NC 27265CONTACT: CHRISTOPHER T. DUNBAR, MANAGERPHONE: (336) 889-1500FAX: (336) 889-1501

CIVIL ENGINEER: CPT ENGINEERING & SURVEYING, INC.4400 TYNING STREET HIGH POINT, NC 27265 CONTACT: STEVEN T. WEBB, P.E. PHONE: (336) 812-8800 EXT. 310 FAX: (336) 812-8780 EMAIL: [email protected]

SURVEYOR: CPT ENGINEERING & SURVEYING, INC.4400 TYNING STREET HIGH POINT, NC 27265 CONTACT: JEFFERY L. CAISON, P.L.S. PHONE: (336) 812-8800 EXT. 302 FAX: (336) 812-8780 EMAIL: [email protected]

ARCHITECT: URBAN ARCHITECTURAL GROUP, P.A.1242 MANN DRIVE, SUITE 200MATTHEWS, NC 28105 CONTACT: MARK CAULEY PHONE: (704) 841-1899 EMAIL: [email protected]

LANDSCAPE ARCHITECT: DEBORAH M. BROWN LANDSCAPE ARCHITECTURE1852 BANKING STREET #9095GREENSBORO, NC 27408 CONTACT: DEBORAH M. BROWN, R.L.A. PHONE: (336) 851-1128 EMAIL: [email protected]

GEOTECHNICAL ENGINEER: ECS CAROLINAS, LLP

1812 CENTER PARK DRIVE SUITE DCHARLOTTE, NC 28217 CONTACT: LEE McGUINNESS, P.E. OFFICE: (704) 525-5152 EMAIL: [email protected]

RETAINING WALL ENGINEER: MODULUS, PLLCP.O. BOX 935OAK RIDGE, NC 27310 CONTACT: JOHN R. CUMBUS, JR., P.E. (JAY) PHONE: (336) 970-9104 EMAIL: [email protected]

PROJECT CONTACT INFORMATION

ARCHITECTURAL ELEVATIONS(URBAN ARCHITECTURAL GROUP, P.A.)

SEGMENTAL RETAINING WALLS(MODULUS, PLLC)

APPROVED ZONING PLANS(2015-133)

OWNER/ DEVELOPER:BRC SALOME CHURCH, LLC5826 SAMET DRIVE, SUITE 105HIGH POINT, NC 27265CONTACT: CHRISTOPHER T. DUNBAR, MANAGERPHONE: (336) 889-1500FAX: (336) 889-1501

ENGINEER:CPT ENGINEERING & SURVEYING, INC.4400 TYNING STREETHIGH POINT, NC 27265CONTACT: STEVEN T. WEBB, P.E.PHONE: (336) 812-8800 EXT. 310FAX: (336) 812-8780

TREE SAVE:TOTAL SITE AREA: 21.143 Ac.

SALOME CHURCH R/W DEDICATION: 1.942 Ac.NET SITE AREA: 19.201 Ac.

REQUIRED: 19.201 Ac. x 15 % = 2.88 Ac.TREE SAVE AREA DESIGNATED: 2.98 Ac.

COMPLETION TIME TABLE:ESTIMATED TIME OF PROJECT COMPLETION IS ABOUT 15 MONTHS AFTER

PERMITS HAVE BEEN ISSUED AND CONSTRUCTION HAS COMMENCED.

BWILKINSON

Multi-Family

BWILKINSON

Text Box

By Brent Wilkinson 6/19/18

MCHAPMAN

Subdivision

MCHAPMAN

Approved

MCHAPMAN

Approved

MCHAPMAN

Approved

MCHAPMAN

Text Box

SDRMF-2017-00107

BWILKINSON

Approved

MAINTENANCE & CAR WASH

A-2 A-2

B-3B-3

B-3B-3

12 - 1 BEDROOMS12 - 2 BEDROOMS

B-1 B-1

B-1

A-2

A-2

A-2

A-2

B-1 B-1

B-1

B-1

A-2

A-2

A-2

A-2

B-3

B-3

B-3 B-3

12 -

1 B

ED

RO

OM

S12

- 2

BE

DR

OO

MS

A-2

A-2

A-2

A-2

A-2

A-2 A-2

PET PARK

TYP

E 2

422

24 U

NIT

S3

ST

OR

YB

LDG

HT:

36'

-7"

FFE

: 662

.15

12 -

1 B

ED

RO

OM

S12

- 2

BE

DR

OO

MS

A-2

B-1 B-1B-1

A-2

A-2 A-2


B-1

A-2

A-2

A-2

A-2

12 -

1 B

ED

RO

OM

S12

- 2

BE

DR

OO

MS

A-2

B-1

B-1

B-1

B-1

C-1 C-1C-1

A-1A-1

A-1A-1

TYPE A1 BR

TYPE 244024 UNITS3 STORY

BLDG HT: 36'-7"FFE: 659.45


B-3B-3

B-3B-3

B-3

B-3B-3

B-3

24 - 2 BEDROOMS

TY

PE

A2

BR

TYPE A1 BR

TYPE A2 BR TYPE A

1 BR

TYP

E A

1 B

RTY

PE

A2

BR

TYPE A2 BR


BLDG HT: 36'-7"


BLDG HT: 36'-7"FFE: 669.45

FFE: 671.85


BLDG HT: 36'-7"FFE: 670.00

FFE

: 665

.00

TYP

E 2

422

24 U

NIT

S3

ST

OR

YB

LDG

HT:

36'

-7"

FFE

: 663

.00

TYP

E 2

426

24 U

NIT

S3

ST

OR

YB

LDG

HT:

36'

-7"

FFE

: 655

.70

FFE

: 657

.70

TYP

E 2

422

24 U

NIT

S3

ST

OR

YB

LDG

HT:

36'

-7"

FFE

: 658

.90

12 -

1 B

ED

RO

OM

S12

- 2

BE

DR

OO

MS

B-1

TY

PE

A2

BR

C-1

TYPE A3 BR

FFE

: 660

.90

SITE DEVELOPMENT NOTES:1. PROPERTY OWNERS: BRC SALOME CHURCH, LLC

5826 SAMET DR, SUITE 105 HIGH POINT, NC 27265

DRP STONEY CREEK, LLC 5826 SAMET DR, SUITE 105 HIGH POINT, NC 27265

2. COUNTY: MECKLENBURG COUNTY MUNICIPALITY: CITY OF CHARLOTTE 3. PARCELS: 02905107, 02905108, 02905110, 02905111, 02905115, 02905120, 02905126.

4. TOTAL ACREAGE: PARCEL 02905120: 3.503 Ac.± PARCEL 02905115: 2.978 Ac.± PARCEL 02905111: 7.003 Ac.± PARCEL 02905110: 1.353 Ac.± PARCEL 02905126: 1.811 Ac.± PARCEL 02905108: 2.768 Ac.± PARCEL 02905107: 1.727 Ac.± TOTAL ACREAGE: 21.143 Ac.±

5. PROPOSED RIGHT-OF-WAY DEDICATION: SALOME CHURCH ROAD: 1.942 Ac.

6. DEED REFERENCES: DB 17992 PG 250; DB 19841 PG 28; DB 19841 PG 32; DB 19841 PG 37; DB 15549 PG 762; DB 19841 PG 32; DB 30702 PG 41.

7. ZONING: R-12MF(CD) (2015-133)

8. PROPOSED USE: APARTMENTS UNITS ALLOWED: 228 UNITS PROPOSED: 228

9. DENSITY: TOTAL SITE AREA: 21.143 Ac. - SALOME CHURCH R/W DEDICATION: 1.942 Ac. NET SITE AREA: 19.201 Ac. UNITS PROPOSED: 228 UNITS (228 UNITS / 19.201 Ac. = 11.87 DUA)

10. WORKFORCE HOUSING: REQUIRED: 228 UNITS x 5 % = 12 UNITS PROPOSED: 12 UNITS

11. REQUIRED BUILDING SETBACKS: - MIN. SETBACK: 30 FT. ALONG SALOME CHURCH RD 27 FT. ALONG INTERNAL PUBLIC ROADS - MIN. SIDE YARD: 20 FT. ADJOINING SINGLE FAMILY ZONING 10 FT. ADJOINING ALL OTHER ZONING DISTRICTS - MIN. REAR YARD: 40 FT. ADJOINING ALL OTHER ZONING DISTRICTS 50 FT. ADJOINING SINGLE FAMILY ZONING - MAXIMUM BUILDING HEIGHT: NOT TO EXCEED THREE (3) STORIES OR 48 FEET BUILDING HEIGHT WILL BE MEASURED AS DEFINED BY THE ORDINANCE.

12. PROPOSED BUILDING HEIGHTS: TYPE 2422: 36'-7" TYPE 2426: 36'-7" TYPE 2440: 36'-7" TYPE 2468: 36'-7" TYPE 3692: 36'-9" CLUBHOUSE: 18'-0"

13. BUILDING SEPARATION: 16 FT. MINIMUM 14. ALL BUILDINGS ARE TO BE SPRINKLERED. 15. THE PROPERTY IS NOT WITHIN THE 100 YEAR FLOOD PLAIN BOUNDARY ACCORDING TO FEMA COMMUNITY PANEL NO. 3710458800J, EFFECTIVE DATE 3/2/09.

16. PRIVATE STREETS AND SURFACE PARKING AREAS SHALL BE NO CLOSER THAN 15 FEET TO ANY SIDE OF A RESIDENTIAL BUILDING USED FOR ENTRY INTO THE BUILDING AND SHALL BE NO CLOSER THAN 5 FEET TO ANY OTHER FACE OF A BUILDING.

17. INTERNAL DRIVES ARE PRIVATE WITH 2'-0" STANDARD CURB AND GUTTER.

18. TOTAL LENGTH OF PRIVATE STREET: 288 LF

19. ALL UTILITIES SHALL BE UNDERGROUND.

OWNER/ DEVELOPER:BRC SALOME CHURCH, LLC

5826 SAMET DRIVE, SUITE 105HIGH POINT, NC 27265CONTACT: CHRISTOPHER T. DUNBAR, MANAGERPHONE: (336) 889-1500FAX: (336) 889-1501

ENGINEER:CPT ENGINEERING & SURVEYING, INC.

4400 TYNING STREETHIGH POINT, NC 27265CONTACT: STEVEN T. WEBB, P.E.PHONE: (336) 812-8800 EXT. 310FAX: (336) 812-8780

BUILDING TYPESBLDG. # BUILDING TYPE UNITS IN BLDG. UNIT TYPE # OF UNITS

2 TYPE 2426 1212

1 BR (A-2)2 BR (B-3)

24

1 TYPE 3692 121212

1 BR (A-2)2 BR (B-3)3 BR (C-3)

36

9 TYPE 2440 1212

1 BR (A-1)3 BR (C-1)

24

3 TYPE 2468 24 2 BR (B-3) 24

4 TYPE 2422 1212

1 BR (A-2)2 BR (B-1)

24

5 TYPE 2422 1212

1 BR (A-2)2 BR (B-1)

24

6 TYPE 2422 1212

1 BR (A-2)2 BR (B-1)

24

7 TYPE 2422 1212

1 BR (A-2)2 BR (B-1)

24

8 TYPE 2426 1212

1 BR (A-2)2 BR (B-3)

24

PARKING AND PAVING REQUIREMENTS:1. REQUIRED PARKING: 1.5 SPACES/UNIT X 228 UNITS = 342 SPACES

PARKING PROVIDED: 462 SPACES (INCLUDES 15 HC SPACES)

2. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS TO EXISTING PAVEMENT WHERE APPLICABLE.

3. CUTS MADE TO EXISTING PAVEMENT SHALL BE SAW CUT AND REPAVED WITH A SMOOTH TRANSITION. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL REPAIR AREAS.

4. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOL.

5. CONCRETE FORMS SHALL BE INSPECTED AND APPROVED BY THE SITE CONSTRUCTION MANAGER PRIOR TO POUR.

BICYCLE PARKING REQUIREMENTS:REQUIRED: 1 BIKE SPACE PER 20 UNITS

228 UNITS / 20 = 11.4 (12) SPACES

PROVIDED: 10 BIKE RACKS WITH 4 SPACES [CLDSM #50.21]TOTAL BIKE SPACES PROVIDED = 40 SPACES

CITY OF CHARLOTTE ENGINEERING LAND DEVELOPMENT GENERAL NOTES: 1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.

2. ALL ROAD IMPROVEMENTS AT SALOME CHURCH ROAD 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. 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.

6. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5 % SLOPE ON THE CURB.

7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.

8. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) 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.

9. 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.

10. 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.

11. 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.

12. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.

13. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/ COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/ COUNTY SUBDIVISION ORDINANCE.

14. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE PROVIDED.

15. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISTION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.

16. 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.

17. CERTIFICATION AND STREET CUT PERMITS ARE RQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM

18. 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.

SOLID WASTE & RECYCLING REQUIREMENTS:PER SECTION 12.403 (4)SPACE FOR SOLID WASTE CONTAINER (COMPACTOR) :REQUIRED: 228 UNITS / 90 = 2.5 X 8 CY = 20.3 CY COMPACTORPROVIDED: (1) 30 CY COMPACTOR (MINIMUM)

SPACE FOR RECYCLING CONTAINERS : REQUIRED: 228 UNITS = 432 SF TOTALPROVIDED: RECYCLING STATION 12' x 36' = 432 SF TOTAL

REFUSE/ RECYCLING/ BULKY COLLECTION SERVICES SHALL BE CONTRACTED WITH A PRIVATE HAULER. CONTACT SOLID WASTE SERVICES ADMINISTRATION AT (704) 432-3537 FOR MORE INFORMATION.

GENERAL NOTES:1. ALL DEVELOPMENT SHALL CONFORM WITH THE CHARLOTTE-MECKLENBURG

DEVELOPMENT ORDINANCE.

2. WATER AND SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CHARLOTTE-MECKLENBURG DESIGN STANDARDS.

3. GARBAGE COLLECTION WILL BE BY A TRASH COMPACTOR AND SHALL BE THE RESPONSIBILITY OF THE DEVELOPMENT'S MANAGEMENT COMPANY AND/OR THE DEVELOPER.

4. MAIL SERVICE TO BE PROVIDED TO MAIL KIOSK AT CLUB HOUSE.

5. ALL CONDITIONS OF THE APPROVED REZONING SHALL APPLY TO THIS DEVELOPMENT.

6. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER AND ENGINEER PRIOR TO PROCEEDING WITH WORK.

7. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES.

8. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY.

9. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.

10. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY TRENCHING OR EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. FOR ASSISTANCE WITH FIELD LOCATION OF EXISTING UTILITIES THE CONTRACTOR CAN CONTACT NC ONE-CALL CENTER AT 1-800-632-4949.

11. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONSTRUCTION LIMITS.

12. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED IN A LANDFILL.

13. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.

14. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS FOR STAKEOUT AND CONSTRUCTION.

15. ALL SIGNS, PAVEMENT MARKINGS AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 1988 EDITION AS AMENDED.

16. ALL PAVEMENT MARKINGS SHALL BE FOUR (4) INCHES UNLESS OTHERWISE NOTED.

17. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.

Building Square Footages :Type 3692 (Bldg 1) :First Floor: 15,174 s.f.Second Floor: 14,400 s.f.Third Floor: 14,400 s.f.Total: 43,974 s.f.

Type 2468 (Bldg 3) :First Floor: 9,805 s.f.Second Floor: 9,505 s.f.Third Floor: 9,505 s.f.Total: 28,815 s.f.

Type 2440 (Bldg 9) :First Floor: 9,464 s.f.Second Floor: 9,164 s.f.Third Floor: 9,164 s.f.Total: 27,792 s.f.

Building Construction Table:Apartment BuildingsType V-B Construction, R-2 OccupancyNFPA 13R Sprinkler System

ClubhouseType V-B Construction, A-3 Occupancy

OPEN SPACE:TOTAL SITE AREA: 21.143 Ac.


REQUIRED: 19.201 Ac. x 50 % = 9.60 Ac.PROPOSED: 19.201 Ac. - 8.16 Ac. = 11.04 Ac.

Know what's

R

TREE SAVE:TOTAL SITE AREA: 21.143 Ac.


REQUIRED: 19.201 Ac. x 15 % = 2.88 Ac.TREE SAVE AREA DESIGNATED: 2.98 Ac.

COMPLETION TIME TABLE:ESTIMATED TIME OF PROJECT COMPLETION IS ABOUT 15 MONTHS AFTER

PERMITS HAVE BEEN ISSUED AND CONSTRUCTION HAS COMMENCED.

WORKFORCE HOUSING:REQUIRED: 228 UNITS x 5 % = 12 UNITS

PROPOSED: 12 UNITS

CONTACT WARREN WOOTEN REGARDINGWORKFORCE HOUSING DETAILS.T. WARREN WOOTEN, AICPHOUSING SERVICES OPERATIONS MANAGERNEIGHBORHOOD & BUSINESS SERVICESCITY OF CHARLOTTE600 E. TRADE ST.CHARLOTTE, NC 28202PHONE: (704) 336-2489FAX: (704) [email protected]

Type 2426 (Bldg 2, 8) :First Floor: 9,004 s.f.Second Floor: 8,468 s.f.Third Floor: 8,468 s.f.Total: 25,940 s.f.

Type 2422 (Bldg 4, 5, 6, 7) :First Floor: 9,004 s.f.Second Floor: 8,468 s.f.Third Floor: 8,468 s.f.Total: 25,940 s.f.

Clubhouse: 4,400 s.f.Covered Porch: 472 s.f.Total: 4,872 s.f.

IMPERVIOUS AREAS:BUILDINGS: 97,070.76 SF (2.23 Ac.)

SIDEWALK: 52,809.92 SF (1.21 Ac.)PAVEMENT: 205,642.07 SF (4.72 Ac.) TOTAL: 355,522.75 SF (8.16 Ac.)

LIGHTING:1. ALL NEW LIGHTING SHALL BE FULL CUT-OFF TYPE LIGHTING FIXTURES

EXCLUDING LOWER, DECORATIVE LIGHTING THAT MAY BE INSTALLED ALONG THE DRIVEWAYS, SIDEWALKS, PARKING AREAS AND COURTYARDS.

2. DETACHED LIGHTING ON THE SITE WILL BE LIMITED TO 20 FEET IN HEIGHT. NO WALL PAK TYPE LIGHTING WILL BE ALLOWED, BUT ARCHITECTURAL LIGHTING ON BUILDING FACADES WILL BE PERMITTED.

(CPT ENGINEERING AND SURVEYING, INC.)ww.charmeck.org/Planning/Subdivision/Approvals/2018/... ·...

Documents

Transcript of (CPT ENGINEERING AND SURVEYING, INC.)ww.charmeck.org/Planning/Subdivision/Approvals/2018/... ·...