3D RENDERING STREET VIEW

(1)

P RO JE CT N UM BE R

P RO JE CT N AM E

I SS UE D AT E

2018-6100.06

NOVUSARCHITECTS.COM

BELMONT MIXED USE IMPERIAL LOFTS

03.18.2021 BELMONT, NC

3D RENDERING

STREET VIEW

(2)

12

3

11 N50°20'14"E 75.00'

S46°22'34"E

125.00'

N37°20'14"E 50.06'

S64°11'22"W

100.28'

S. MAIN STREET

EX 15' ALLEY - CLOSED

BELMONT LODGE 627 DB 177, PG. 448

EKO PROPERTIES, LLC DB 4581, PG. 1160 R/W

R/W

BUILDING NEW 572 SF

NEW BUILDING TOTAL=13,805 SF 1ST FLOOR- 3884 SF 2ND FLOOR- 4959 SF 3RD FLOOR- 4959 SF

DUMPSTER AREA WITH SOLID DURABLE FENCE &

GATES FOR SCREENING - ON 6" CONCRETE PAD (3500PSI) & COMPACTED SUBGRADE

DUMPSTER IS TO SERVE ALL RESIDENTIAL &

COMMERCIAL/ RETAIL CUSTOMERS 18" CURB &

GUTTER (TYP)

18" CURB &

GUTTER (TYP) 5' CONCRETE

SIDEWALK

5' END NEW SIDEWALK

AT PROPERTY LINE

ZONED: NC-C

8'

8.5' CONCRETE SIDEWALK (LOCATED IN SIDEWALK EASEMENT TYP)

BAPTIST CHURCH DB 1178, PG. 0007

ZONED: G-R

ALEXANDER MEMORIAL

10' X 70' SIGHT TRIANGLE

EXISTING OVERHEAD ELECTRICAL POWERLINE

END SIDEWALK AT PROPERTY LINE

HC RAMPS DOWN FLUSH W/ ASPHALT

8" ABC, 2" HB, 1" I-2 3' CONCRETE FLUME

18" CURB &

GUTTER (TYP)

1'-4

²²₃₂

"

DIRECTIONAL ARROWS (TYP) TRANSITION CURB DOWN

ON BOTH SIDES (TYP)

HC ACCESS - CONCRETE FLUSH W/ASPHALT

4' CONCRETE SIDEWALK REPAIR/REPLACE EXISTING

CURB & GUTTER ALONG FRONTAGE AS REQUIRED

10' X 70' SIGHT TRIANGLE

REMOVE EXISTING CONCRETE

REMOVE EXISTING

OVERHEAD ELECTRICAL LINE

8' CONCRETE SIDEWALK STOP SIGN

18" CURB &

GUTTER (TYP) (5) CONCRETE

BALLARDS BEHIND 18" CURB & GUTTER N61°20'21"E

25.57'

N37°20'14"E 25.00'

4'

(TYP) 9' (TYP) 18'

OPEN SPACE AREA

(TYP) 23'

20'

OPEN SPACE #1 388±SF OPEN SPACE #3

274 SF

EX. ELM TREE

EX. WATER OAK

TREE EX. ELM TREE

EX. ELM TREE

ASPHALT SECTION IN PARKING SPACES &

DRIVE AISLES

7.52'

7.51'

34.24'

S 39°33'43" W

37.09' S 62°00'13" W

S51°18'16"W 103.46'

8' 8' 8'

HC SIGNS (2)

(8)BIKE RACK BENCHES

BENCHES (TYP)

FDC

PROPOSED DRIVEWAY NCDOT DRIVEWAY APPROVAL REQUIRED PEDESTRIAN CROSS WALK

MECHANICAL ROOM

REVISIONS:

DRAWN BY:

CHECKED BY:

DATE:

C-1

01.14.2020 XXX

SITE PLAN Design Development

2018-6100.06

No. Description Date 1950 Abbott Street

Suite 605 Charlotte, NC 28203

P: (704) 373-3101 www.novusarchitects.com

CHARLESTON ASHEVILLE

ATLANTA CHARLOTTE NOVUSARCHITECTS.COM

ALL DESIGNS, DRAWINGS, AND SPECIFICATIONS DEPICTED ON THIS SHEET ARE PROPERTY OF NOVUS ARCHITECTS INC. COPYRIGHT © 2019 ANY UNAUTHORIZED USE OR REPRODUCTION IS SUBJECT TO LEGAL PROSECUTION. POSSESSION IN ANY FORM CONSTITUTES ACCEPTANCE OF THESE CONDITIONS

SITE SUMMARY

OWNER/DEVELOPER: ANDY MERCER 31 N. MAIN STREET BELMONT, NC 28012-3155 SUBJECT: BELMONT MIXED USE DEVELOPMENT

SITE ADDRESS: 201 21 S. MAIN STREET, BELMONT, NC 28012-3155 TOTAL SITE AREA = 0.454 AC

PROPOSED USE: COMMERCIAL - MIXED USE DEVELOPMENT PARCEL #: #126708

PIN #: 3594182431

OWNER ID: BE011 - PERIMETER CBD BELMONT DB 4916, PG 1933

ZONING: NC-C /CD

BUILDINGS - MIXED USE BUILDING 13,802 SF TOTAL:

1st FLOOR = 3,884 SF COMMERCIAL/ RETAIL 2nd FLOOR = 4,959 SF RESIDENTIAL 3rd FLOOR = 4,959 SF RESIDENTIAL PARKING REQ'D:

1 SPACE PER BEDROOM W/ MAX 2 SPACE PER RESIDENTIAL UNIT = 16 BEDROOM=16 SPACES

1 SPACE PER 400SF OFFICE COMMERCIAL = 3884/ 400SF = 10 SPACES TOTAL PARKING PROVIDED: 26 SPACES INCLUDING 2 HANDICAP BICYCLE PARKING: 8 BICYCLE SPACES

SETBACKS: NC-C/CD (SHOP FRONT BUILDING):

MIN. FRONT SETBACK = 0'

MIN. SIDE SETBACK = 0' MIN. REAR SETBACK = 20'

MIN. LOT WIDTH = 50' MAX. BLDG. HEIGHT = 3 STORIES= 42' MIN. BLDG. HEIGHT = 26' MIN. LOT AREA = 5,000 SF FLOOD INFORMATION:

ZONE X: MINIMAL FLOOD RISK

PARCEL : 3594 MAP NO.: 3710359400M PANEL EFFECTIVE DATE: SEPTEMBER 2, 2015 LATITUDE: 35.23979 LONGITUDE: -81.039 CID # 370320 COUNTY: GASTON WATERSHED CLASSIFICATIONS

GASTON COUNTY: PAW CREEK WATERSHED (GASTON CO GIS)

CITY OF BELMONT: PROTECTED AREA WSIV (SITE OF BELMONT WATERSHED MAP)

VICINITY MAP

(NOT TO SCALE)

CONCRETE DUMPSTER PAD SECTION

SECTION NOT TO SCALE

6" CONCRETE (3500 PSI) COMPACTED SUBGRADE 6"

PAVEMENT SECTION

8" ABC STONE (COMPACTED) COMPACTED SUBGRADE 2"

CONCRETE SIDEWALK SECTION

4" CONCRETE (2800 PSI) COMPACTED SUBGRADE

4" 2" I-2

GENERAL SITE NOTES

1. ALL DIMENSIONS ARE TO EDGE OF ASPHALT UNLESS OTHERWISE NOTED.

2. SITE INFORMATION TAKEN FROM SURVEY BY CAROLINAS DESIGN GROUP DATED JUNE 2020 & GASTON COUNTY GIS TOPO.

3. SEE ARCHITECTURAL PLANS FOR DETAILED BUILDING, SIDEWALK & RAMP DIMENSIONS.

4. CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS, WATER LINES, STORM DRAINAGE, LIGHT POLES, POWER POLES, ETC. WITH APPROPRIATE UTILITY COMPANIES.

5. CONTRACTOR TO COORDINATE WITH OWNER & PROJECT ENGINEER FOR EXISTING BUILDING DEMOLISHING & ANY OTHER STRUCTURES WHICH MAY BE ON PROJECT SITE.

6. CONTRACTOR TO COORDINATE ALL CONSTRUCTION IN R/W'S WITH NCDOT.

7. ALL TRAFFIC SIGNS, STRIP PAINTINGS ETC. TO CONFORM TO THE PRINCIPLES OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

8. ALL CONSTRUCTION TO CONFORM TO THE CITY OF BELMONT LAND DEVELOPMENT STANDARDS.

9. ALL DRIVEWAYS SHALL COMPLY WITH THE CITY OF BELMONT & NCDOT STANDARDS.

10. LIGHTING SHALL COMPLY WITH THE CITY OF BELMONT ZONING ORDINANCES.

11. HANDICAP RAMPS, SIGNAGE, SPACES, ETC TO BE PER THE CITY OF BELMONT ORDINANCES & ADA STANDARDS.

12. CONTACT DUKE ENERGY CUSTOMER SERVICE DEPT. 800-777-9898 FOR NEW DISTRIBUTION SERVICE TO BUILDING/ SITE.

FRANKLIN S. CRAIG, P.E.

CONSULTING ENGINEER

2543 Gleneagles Drive Gastonia, NC 28056

PH: (704) 813-3764

PRELIMINARY DRAWINGS

NOT FOR CONSTRUCTION FOR REVIEW & COORDINATON

OPEN SPACE CALCULATIONS OPEN SPACE REQUIRED:

DENSITY = 10' UNITS/AC BEDROOMS = 16 TOTAL

16 X 435 = 6,960 SF = 0.159 AC REQUIRED OPEN SPACE PROVIDED

OPEN SPACE AREA #1 = 388 SF (0.0089 AC) OPEN SPACE AREA #2 = 3608 SF (0.083AC) OPEN SPACE AREA #3 = 274 SF (0.0063 AC)

TOTAL OPEN SPACE PROVIDED = 4270 SF (0.098 AC) OPEN SPACE % = 21.59%

Belmont Mixed-Use 201 1/2 S. Main Street, Belmont, NC 28012 Imperial Lofts

Tree Inventory

1.) Elm Tree 18 inch diameter by 55 foot tall.

2.) Elm Tree 22 inch diameter by 60 foot tall.

3.) Elm Tree 28 inch diameter by 70 foot tall.

4.) Water Oak Tree 28 inch diameter by 60 foot tall.

5.) Water Oak Tree 34 inch diameter by 70 foot tall.

OPEN SPACE #2 3608 SF

BENCHES-TABLES

3' CONCRETE FLUME

BENCHES-TABLES

NOTE: REMOVE/RELOCATE EXISTING OVERHEAD ELECTRICAL POWERLINE.

COORDINATE WITH LOCAL ELECTRICAL

COMPANY/AUTHORITY

(3)

N50°20'14"E 75.00'

S46°22'34"E

125.00'

N37°20'14"E 50.06'

S64°11'22"W

100.28'

S. MAIN STREET

EX 15' ALLEY - CLOSED

BELMONT LODGE 627 DB 177, PG. 448

EKO PROPERTIES, LLC DB 4581, PG. 1160

SIDEWALK

R/W

BUILDING NEW 572 SF FFE = 684.60

NEW BUILDING TOTAL=13,805 SF 1ST FLOOR- 3884 SF 2ND FLOOR- 4959 SF 3RD FLOOR- 4959 SF

ZONED: NC-C

ZONED: NC-C BAPTIST CHURCH

DB 1178, PG. 0007 ZONED: G-R

ALEXANDER MEMORIAL

EXISTING

NOTE: ELECTRICAL, GAS,

TELEPHONE, CABLE SERVICES TO BE COORDINATED WITH LOCAL

UTILITY COMPANY/AUTHORITY SSMH JUNCTION #1

RIM ELEV = 684.00±

INV IN = 679.70 INV OUT = 679.50 60' - 8" SS SERVICE

@ 1.00% MIN

65' - 2" WATER SERVICE SDR-21 SEE WATER

CONNECTION DETAIL

90° BEND

15'± - 4" SS SERVICE @ 1.50% SLOPE FROM EACH BUILDING

C.O. SS INV = 680.00 C.O.

SS INV = 680.00 VERIFY EXISTING SEWER

LOCATION & TIE IN

STORM DRAIN TIE IN

C.O.

30' - 6" STORM PIPE FOR ROOF DRAIN TIE IN @ 1.00%

NOTE: ELECTRICAL, GAS,

TELEPHONE, CABLE SERVICES TO COORDINATED WITH LOCAL UTILITY COMPANY AUTHORITY

2" WATER LINE SERVICE

2" WATER LINE SERVICE TO BLDG.

N61°20'21"E 25.57'

N37°20'14"E 25.00'

7.52'

7.51'

34.24'

S 39°33'43" W

37.09' S 62°00'13" W

S51°18'16"W 103.46' FDC MECHANICAL ROOM

REVISIONS:

DRAWN BY:

CHECKED BY:

DATE:

C-4

01.14.2020 XXX

UTILITY PLAN Design Development

2018-6100.06

No. Description Date 1950 Abbott Street

Suite 605 Charlotte, NC 28203

P: (704) 373-3101 www.novusarchitects.com

CHARLESTON ASHEVILLE

ATLANTA CHARLOTTE NOVUSARCHITECTS.COM

ALL DESIGNS, DRAWINGS, AND SPECIFICATIONS DEPICTED ON THIS SHEET ARE PROPERTY OF NOVUS ARCHITECTS INC. COPYRIGHT © 2019 ANY UNAUTHORIZED USE OR REPRODUCTION IS SUBJECT TO LEGAL PROSECUTION. POSSESSION IN ANY FORM CONSTITUTES ACCEPTANCE OF THESE CONDITIONS

VICINITY MAP

(NOT TO SCALE)

CAUTION:

THE LOCATIONS & ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY

APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OF ACCURACY THEREOF.

THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS & ELEVATIONS OF UTILITIES PRIOR TO THE START OF CONSTRUCTION.

NOTE:

ANY REVISIONS TO THE SITE PLAN CANNOT PLACE OTHER ITEMS IN NON-COMPLIANCE. OWNER IS RESPONSIBLE FOR BRINGING THIS PROJECT INTO COMPLIANCE WITH ALL APPLICABLE CITY, & COUNTY CODES, LAND DEVELOPMENT STANDARDS, EROSION CONTROL ORDINANCE & NCDOT STATE REGULATIONS. THE SITE DESIGNER (CIVIL ENGINEER, LANDSCAPE ARCHITECT OR SURVEYOR) IS RESPONSIBLE FOR ACCURATELY PORTRAYING THE ROAD RIGHT-OF-WAY ON THE PLANS. THE RIGHT-OF-WAY MUST BE RESEARCHED & A TRUE REPRESENTATION OF THE LAND RIGHTS AS RECORDED IN THE DEED OF REGISTRAR OFFICE MUST BE SHOWN.

ALL PROPOSED IMPROVEMENTS & CONSTRUCTION WITHIN A MAINTAINED RIGHT-OF-WAY IS TO BE DONE IN ACCORDANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (WATCH).

NOTE:

CONTRACTOR TO VERIFY EXACT LOCATIONS, SIZES &

DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION

REPAIR PAVEMENT BACK TO ORIGINAL CONDITIONS WATER SERVICE OR OTHER UTILITIES CONSTRUCTION IN EXISTING ASPHALTS

NOTE:

ALL UTILITIES, (WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, CABLE, ETC.) TO BE UNDERGROUND SERVICES.

NOTE:

UTILITY CONTRACTOR TO MEET MINIMUM

SEPARATION AT WATER & SEWER CROSSINGS. REFER TO NOTE 8 & 9. VERIFY CROSSINGS & FLOW LINE INVERTS IN THE FIELD

NOTE:

ELECTRICAL, TELEPHONE & GAS SERVICE LINES ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. EXACT LOCATIONS TO BE DETERMINED BY LOCAL UTILITIES IN FIELD. CONTRACTOR TO COORDINATE ALL SERVICE CONNECTIONS & LOCATIONS. AVOID CONFLICTS WITH OTHER UTILITIES

CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE OWNER OR CONTRACTOR.

NOTE:

CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES (WATER, SEWER,ELECTRICAL, GAS, CABLE) PRIOR TO ANY DEMOLITION OF BUILDING & CONSTRUCTION OF NEW CLASSROOM BUILDING.

R/W

2" WATER LINE

2" GATE VALVE EXISTING

WATER LINE

2" WATER METER PER CITY OF BELMONT STANDARDS

WATER CONNECTION DETAILS

NOT TO SCALE

2" WATER SERVICE LINE

SETBACK LINE

2" BACK FLOW PREVENTOR- RFP ABOVE GROUND

BUILDING

FRANKLIN S. CRAIG, P.E.

CONSULTING ENGINEER

2543 Gleneagles Drive Gastonia, NC 28056 PH: (704) 813-3764

PRELIMINARY DRAWINGS

NOT FOR CONSTRUCTION FOR REVIEW & COORDINATON

8. MINIMUM COVER OVER ALL WATER LINES IS TO BE 3'.

9. MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LINES FROM:

A. WATER LINES - 18" VERTICAL OR 10' HORIZONTAL B. STORM SEWERS - 12" VERTICAL

10. D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE SEPARATION DISTANCES BETWEEN THE SANITARY SEWER LINE & WATER LINE OR STORM SEWER CANNOT BE MAINTAINED. PIPE MUST BE LAID SUCH THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE CROSSING POINT

& EXTEND A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING.

11. ALL CONSTRUCTION & CONSTRUCTION MATERIALS SHALL CONFORM TO CITY OF BELMONT UTILITIES STD. DETAILS & SPECIFICATIONS.

12. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE & LOCAL AUTHORITIES.

13. ALL TAP FEES FOR WATER METER, SANITARY SEWER, GAS, ELECTRICAL, ETC. TO BE PAID BY UTILITY CONTRACTOR.

14. WATER & SEWER SERVICES SHALL BE INDICATED ON THE CURB WITH IMPRINTED "S" OR "W" PER CITY OF BELMONT UTILITIES.

15. PRESSURE TAPS ARE REQUIRED FOR ALL CONNECTIONS TO EXISTING CITY WATER MAINS. ONLY CITY PERSONNEL SHALL OPERATE EXISTING SYSTEM VALVES.

16. ALL WATER SUPPLIED FOR CONSTRUCTION PURPOSES, INCLUDING THAT USED FOR WATER MAIN PRESSURE TESTING & DISINFECTION, WILL BE PAID FOR BY THE CONTRACTOR.

17. ALL 6" SEWER SERVICES TO BE SET AT MIN. OF 1.00% SLOPE.

GENERAL UTILITY NOTES:

1. THE UTILITIES & THE LOCATIONS THEREOF, SHOWN ON THE DRAWING, REPRESENT THE DESIGNER'S UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH &

EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER, TELEPHONE, GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

CONTACT U-LOCO (1-800-632-4949) PRIOR TO DIGGING.

2. UTILITY INFORMATION SHOWN TAKEN FROM FIELD SURVEYS BY CAROLINAS DESIGN GROUP DATED JAN 2020.

3. CONTRACTOR TO VERIFY LOCATION & DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION.

ANY DAMAGE TO THESE UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

4. CONTRACTOR TO COORDINATE WITH OTHER UTILITY COMPANIES TO PREVENT CONFLICTS (I.E., PIPE CROSSINGS) WHEN LAYING PIPE.

SOME UTILITIES MAY NEED TO BE ADJUSTED IN FIELD. CONTACT ENGINEER IMMEDIATELY IF SUCH A CASE ARISES.

5. CONTRACTOR TO COORDINATE ANY UTILITY REMOVALS &

RELOCATIONS WITH THE CITY OF BELMONT UTILITY DEPARTMENT.

6. USE WYES, BENDS & TEES AS NECESSARY FOR UTILITY CONSTRUCTION (IF NECESSARY).

7. CONTRACTOR TO OBTAIN APPROVED LISTS FOR MAKES & MODELS OF ALL METERS & BACKFLOW DEVICES FROM CITY OF BELMONT UTILITIES (IF NECESSARY).

PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED PER CITY OF BELMONT UTILITY DEPARTMENT STANDARDS AND SPECIFICATIONS.

ALL LOCATIONS FOR BPA'S REQUIRE PER CITY OF BELMONT UTILITY 1.

2.

3.

4.

5.

6.

INSULATED ENCLOSURE SHALL BE AS SPECIFIED PER CITY OF BELMONT UTILITY DEPARTMENT STANDARDS AND SPECS. HEATED INSULATED NOTES:

EACH CITY OF BELMONT BPA IS REQUIRED TO BE TESTED BY A CITY OF BELMONT APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.

THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER - USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS CITY OF BELMONT REQUIRED BACKFLOW PREVENTER.

DEPARTMENT STANDARDS AND APPROVAL AND MUST BE OUTSIDE OF ENCLOSURE IS RECOMMENDED. NO INSULATION SHALL BE WRAPPED BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO UTILITY COMPANY SPECS. SHUT-OFF VALVES ARE SPECIFIC TO EACH BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED.

AROUND BPA.

ZONING SET-BACK.

Belmont Mixed-Use 201 1/2 S. Main Street, Belmont, NC 28012 Imperial Lofts

SITE SUMMARY

SITE ADDRESS: 201 21 S. MAIN STREET, BELMONT, NC 28012-3155 TOTAL SITE AREA = 0.454 AC

PIN #: 3594182431

ZONING: NC-C /CD

(4)

REVISIONS:

DRAWN BY:

CHECKED BY:

DATE:

C-5

01.14.2020 XXX

DETAIL SHEET Design Development

2018-6100.06

No. Description Date 1950 Abbott Street

Suite 605 Charlotte, NC 28203

P: (704) 373-3101 www.novusarchitects.com

CHARLESTON ASHEVILLE

ATLANTA CHARLOTTE NOVUSARCHITECTS.COM

ALL DESIGNS, DRAWINGS, AND SPECIFICATIONS DEPICTED ON THIS SHEET ARE PROPERTY OF NOVUS ARCHITECTS INC. COPYRIGHT © 2019 ANY UNAUTHORIZED USE OR REPRODUCTION IS SUBJECT TO LEGAL PROSECUTION. POSSESSION IN ANY FORM CONSTITUTES ACCEPTANCE OF THESE CONDITIONS

FRANKLIN S. CRAIG, P.E.

CONSULTING ENGINEER

2543 Gleneagles Drive Gastonia, NC 28056

PH: (704) 813-3764

PRELIMINARY DRAWINGS

NOT FOR CONSTRUCTION FOR REVIEW & COORDINATON

Belmont Mixed-Use 201 1/2 S. Main Street, Belmont, NC 28012 Imperial Lofts

(5)

REVISIONS:

DRAWN BY:

CHECKED BY:

DATE:

C-6

01.14.2020 XXX

DETAIL SHEET Design Development

2018-6100.06

No. Description Date 1950 Abbott Street

Suite 605 Charlotte, NC 28203

P: (704) 373-3101 www.novusarchitects.com

CHARLESTON ASHEVILLE

ATLANTA CHARLOTTE NOVUSARCHITECTS.COM

ALL DESIGNS, DRAWINGS, AND SPECIFICATIONS DEPICTED ON THIS SHEET ARE PROPERTY OF NOVUS ARCHITECTS INC. COPYRIGHT © 2019 ANY UNAUTHORIZED USE OR REPRODUCTION IS SUBJECT TO LEGAL PROSECUTION. POSSESSION IN ANY FORM CONSTITUTES ACCEPTANCE OF THESE CONDITIONS

STANDARD DETAILS FOR SANITARY SEWER

& STORM DRAIN PIPES STANDARD BEDDING DETAIL FOR PVC SANITARY SEWER PIPE

STANDARD FIRE HYDRANT INSTALLATION WITHIN UTILITY EASEMENT

VERTICAL BLOCKING

FIRE HYDRANT LEG AND DEAD END DETAIL

PRECAST CONCRETE PARKING BUMPER

AREAS REQUIRED FOR CONCRETE BLOCKING FOR TEES AND BENDS ETC.

(BASED ON TEST PRESSURE OF 200 P.S.I.)

CONCRETE SIDEWALK DETAIL

FRANKLIN S. CRAIG, P.E.

CONSULTING ENGINEER

2543 Gleneagles Drive Gastonia, NC 28056

PH: (704) 813-3764

PRELIMINARY DRAWINGS

NOT FOR CONSTRUCTION FOR REVIEW & COORDINATON

CURB TRANSITION DETAIL

Belmont Mixed-Use 201 1/2 S. Main Street, Belmont, NC 28012 Imperial Lofts

(6)

N50°20'14"E 75.00'

S46°22'34"E

125.00'

'

N37°20'14"E 50.06'

S64°11'22"W

100.28'

S. MAIN STREET

EX 15' ALLEY - CLOSED

BELMONT LODGE 627 DB 177, PG. 448

EKO PROPERTIES, LLC DB 4581, PG. 1160

SIDEWALK

R/W

BUILDING NEW 572 SF FFE = 684.60

NEW BUILDING TOTAL=13,805 SF 1ST FLOOR- 3884 SF 2ND FLOOR- 4959 SF 3RD FLOOR- 4959 SF

ZONED: NC-C

BAPTIST CHURCH DB 1178, PG. 0007

ZONED: G-R

ALEXANDER MEMORIAL

EXISTING

N61°20'21"E 25.57'

N37°20'14"E 25.00'

7.52'

7.51'

34.24'

S 39°33'43" W

37.09'

S 62°00'13" W S51°18'16"W 103.46'

(13) KARL FORESTER FEATHER REED GRASS

(5) ILLICIUM PARVIFLORUM (6) EMERALD GREEN ARBORVITAE (1) DOUBLE KNOCKOUT ROSE

EXISTING HARDWOOD TO COUNT TOWARD BUFFER

REQUIREMENTS

EXISTING HARDWOOD TO COUNT TOWARD BUFFER

REQUIREMENTS (9) OAKLEAF HOLLY

(3) FASTIGIATE EUROPEAN HORNBEAM (5) KALEIDOSCOPE ABELIA

(40) ROYAL PURPLE LIRIOPE (5) RADIANCE ABELIA

(26) HAPPY RETURNS DAYLILY (1) FOREST PANSY REDBUD

(70) ROYAL PURPLE LIRIOPE (3) OAKLEAF HOLLY

(26) HAPPY RETURNS DAYLILY (1) GARDENIA SNOWGIRL

(5) KARL FORESTER FEATHER REED GRASS

(10) KARL FORESTER FEATHER REED GRASS

(3) SKY PENCIL HOLLY

(6) GARDENIA SNOWGIRL LAWN

(1) SKY PENCIL HOLLY

(7) CASSIAN DWARF FOUNTAIN GRASS

(13) VARIEGATED LIRIOPE

& (3) SKY PENCIL HOLLY (4) FASTIGIATE EUROPEAN HORNBEAM

LAWN OPEN SPACE

(18) OTTO LUYKEN LAUREL (2) LANTANA CHAPEL HILL YELLOW PLANT IN

SPRING/ SUMMER

(4) LANTANA CHAPEL HILL YELLOW PLANT IN SPRING/

SUMMER MECHANICAL ROOM

REVISIONS:

DRAWN BY:

CHECKED BY:

DATE:

L-1

01.14.2020 XXX

Belmont Mixed-Use LANDSCAPE PLAN Design Development

2018-6100.06

No. Description Date 1950 Abbott Street

Suite 605 Charlotte, NC 28203

P: (704) 373-3101 www.novusarchitects.com

CHARLESTON ASHEVILLE

ATLANTA CHARLOTTE NOVUSARCHITECTS.COM

ALL DESIGNS, DRAWINGS, AND SPECIFICATIONS DEPICTED ON THIS SHEET ARE PROPERTY OF NOVUS ARCHITECTS INC. COPYRIGHT © 2019 ANY UNAUTHORIZED USE OR REPRODUCTION IS SUBJECT TO LEGAL PROSECUTION. POSSESSION IN ANY FORM CONSTITUTES ACCEPTANCE OF THESE CONDITIONS 201 1/2 S. Main Street, Belmont, NC 28012

SHRUB BED SPECIFICATION:

1) LAYOUT BEDS AND ERADICATE ANY EXISTING VEGETATION.

2) TILL ALL PROPOSED BEDS TO A DEPTH OF 8".

3) SPREAD A 4-6" LAYER OF PLANTING MIX ON TOP OF THE BED. TILL IN PLANTING MIX TO A DEPTH OF 6".

4) FINE GRADE BED TO DRAIN. REMOVE ANY ROCKS, CLODS, OR DEBRIS FROM THE BED THAT ARE GREATER THAN 1" IN DIAMETER.

5) ALL PLANTING BEDS SHALL HAVE A 4" V-CUT TRENCH, STEEL EDGING, OR BRICK SOLDIER COURSE AT THE PERIMETER OF THE PLANTING BEDS AS SPECIFIED ON THE PLANTING PLAN.

6) SET PLANT MATERIAL 2-3" ABOVE THE FINISHED GRADE. BACKFILL AROUND PLANT ROOT BALL WITH AMENDED SOIL. NO FILLING SHALL BE DONE AROUND ACTUAL TRUNKS OR STEMS OF PLANT MATERIAL. FIRM DOWN BACKFILL TO ELIMINATE ALL AIR POCKETS. FORM 2" HIGH COLLAR AROUND OUTER PERIMETER OF DRIP ZONE OF INDIVIDUAL PLANTS WITHIN PLANTING BEDS WHICH ARE NOT IRRIGATED.

7) THOROUGHLY WATER IN ALL PLANT MATERIAL IMMEDIATELY AFTER INSTALLATION.

8) MULCH ENTIRE BED AREA WITH A 2" LAYER OF DOUBLE-HAMMERED, SHREDDED HARDWOOD MULCH.

ANNUAL & PERENNIAL BED SPECIFICATION:

1) LAYOUT BEDS & ERADICATE ANY EXISTING VEGETATION.

2) TILL EXISTING SOIL TO A DEPTH OF 6-8" MINIMUM.

3) SPREAD A 6" LAYER OF PLANTING MIX ON TOP OF THE BED. TILL IN PLANTING MIX TO A DEPTH OF 6".

4) FINE GRADE BED TO DRAIN. REMOVE ANY ROCK, CLODS, OR DEBRIS FROM THE BED THAT ARE GREATER THAN 1" IN DIAMETER.

5) ALL PLANTING BEDS SHALL HAVE A 4" V-CUT TRENCH AT THE PERIMETER OF THE PLANTING BEDS AS SPECIFIED ON THE PLAN.

6) SET PLANT MATERIAL 2"ABOVE THE FINISHED GRADE. BACKFILL AROUND PLANT ROOT BALL WITH AMENDED SOIL. NO FILLING SHALL BE DONE AROUND ACTUAL TRUNK OR STEMS OF PLANT MATERIAL. FIRM BACKFILL TO ELIMINATE ALL AIR POCKETS.

7) THOROUGHLY WATER IN ALL PLANT MATERIAL IMMEDIATELY AFTER INSTALLATION.

8) MULCH ENTIRE BED AREA WITH A 2" LAYER OF DOUBLE-HAMMERED, SHREDDED HARDWOOD MULCH.

VICINITY MAP

(NOT TO SCALE)

FRANKLIN S. CRAIG, P.E.

CONSULTING ENGINEER

2543 Gleneagles Drive Gastonia, NC 28056

PH: (704) 813-3764

4. Firmly Press Soil Around Each Plant ToThey Were Growing In Container 3. Plants To Be Installed At Same Depth As 2. Prior To Installation, Loosen Root Ball1. Plants To Be Well Watered Before Installation.Plant Installation

Immediately After Installation.

Secure It Into Place.

5. Water Bed Thoroughly

Shrub & Perennial Bed

SCALE: 1/2" = 1.0'

Planting Mix Tilled Into Existing Soil

6"

'V' Trench St Edge Of Bed

(Slope Bed Away From Foundation) Shredded Hardwood Bark Mulch (2" Depth) Watering Saucer Around Base Of Plant Planting Mix

PRELIMINARY DRAWINGS

NOT FOR CONSTRUCTION FOR REVIEW & COORDINATON

Imperial Lofts

SITE SUMMARY

SITE ADDRESS: 201 ₂¹ S. MAIN STREET, BELMONT, NC 28012-3155 TOTAL SITE AREA = 0.454 AC

PIN #: 3594182431

ZONING: NC-C /CD

OPEN SPACE CALCULATIONS OPEN SPACE REQUIRED:

DENSITY = 10' UNITS/AC BEDROOMS = 16 TOTAL

16 X 435 = 6,960 SF = 0.159 AC REQUIRED OPEN SPACE PROVIDED

OPEN SPACE AREA #1 = 388 SF (0.0089 AC) OPEN SPACE AREA #2 = 3608 SF (0.083AC) OPEN SPACE AREA #3 = 274 SF (0.0063 AC)

TOTAL OPEN SPACE PROVIDED = 4270 SF (0.098 AC) OPEN SPACE % = 21.59%

Tree Inventory

1.) Elm Tree 18 inch diameter by 55 foot tall.

2.) Elm Tree 22 inch diameter by 60 foot tall.

3.) Elm Tree 28 inch diameter by 70 foot tall.

4.) Water Oak Tree 28 inch diameter by 60 foot tall.

5.) Water Oak Tree 34 inch diameter by 70 foot tall.

OPEN SPACE #2 3608 SF

OPEN SPACE #1 388 SF

OPEN SPACE #2 3608 SF

OPEN SPACE #3 274 SF

BENCHES-TABLES

EXISTING 5 TREES TO BE SAVED TO MEET 5% TREE SAVE REQUIREMENTS

NOTE: EXISTING 5 TREES TO BE SAVED TO MEET 5% TREE SAVE REQUIREMENTS. (EX. TREES WILL BE WITHIN A CONSERVATION EASEMENT IF THEY ARE WITHIN THE PROPERTY BOUNDARY).