CIVIL/LANDSCAPE

TIMMONS GROUP

610 EAST MOREHEAD STREET, SUITE 250

CHARLOTTE, NORTH CAROLINA 28202

CONTACT: ROBBIE WHITE

PHONE: (704) 376-1079

EMAIL: robbie.white@timmons.com

CITY OF CHARLOTTE, NORTH CAROLINA

GRIER HEIGHTS

SENIORS BUILDING

DRAWING

C-000

C-100

TOTAL DRAWINGS = 27

EXISTING CONDITIONS & DEMOLITION PLAN

VICINITY MAP

NOT TO SCALE

CIVIL COVER SHEET

TITLE

C - SERIES DRAWING ABBREVIATIONS:

ADV - ADVANCE

AFG - ABOVE FINISHED GRADE

APPR LOC. - APPROXIMATE LOCATION

ASS'Y - ASSEMBLY

B/C - BACK OF CURB.

B/L - BASE LINE

B/W - BOTTOM OF WALL

CBR - CALIFORNIA BEARING RATIO

CG - CURB AND GUTTER

C/L - CENTERLINE

CL - CLASS

CMP - CORRUGATED METAL PIPE

CO - CLEAN OUT

CONC - CONCRETE

CONN - CONNECTION

CP - CORRUGATED PLASTIC

CY - CUBIC YARD

DI - DROP INLET

DIP - DUCTILE IRON PIPE

DR - DRIVE

DS - DOWNSPOUT

E - ELECTRIC

EA - EACH

E BOX - ELECTRICAL BOX

ELEC - ELECTRIC

E/P - EDGE OF PAVEMENT

E/S - EDGE OF SHOULDER

EX - EXISTING

F/C - FACE OF CURB

FDC - FIRE DEPARTMENT CONNECTION

FF - FINISHED FLOOR

FH - FIRE HYDRANT

F/L - FLOW LINE

FL - FIRE LANE

G - GAS

GND - GROUND

GTS - GAS TEST STATION

GV - GAS VALVE

HDPE - HIGH DENSITY POLYETHYLENE

HORIZ - HORIZONTAL

INV - INVERT

LF - LINEAR FEET

MECH - MECHANICAL

MH - MANHOLE

MIN - MINIMUM

MIN S - MINIMUM SLOPE

MJ - MECHANICAL JOINT

NIC - NOT IN CONTRACT

OHE - OVERHEAD ELECTRIC

OHP- OVERHEAD POWER

OHT - OVERHEAD TELEPHONE

PB - PLAT BOOK

PC - POINT OF CURVATURE

PED - PEDESTAL

PG - PAGE

PH - PHASE

PI - POINT OF INTERSECTION

PKG - PARKING

P/L - PROPERTY LINE

PT - POINT OF TANGENT

PP - POWER POLE

PVC - POLYVINYL CHLORIDE

PVMT - PAVEMENT

PWR - POWER

RD - ROOF DRAIN

RJ - RESTRAINED JOINT

R/W - RIGHT-OF-WAY

REQ'D - REQUIRED

RCP - REINFORCED CONCRETE PIPE

S - SLOPE

SAN - SANITARY SEWER

SDWK - SIDEWALK

SF - SILT FENCE

SPT - SPOT GRADE

SS - SANITARY SEWER CONNECTION

STA - STATION

STD - STANDARD

STM - STORM

STMH - STORM SEWER MANHOLE

T - TELEPHONE

TCM - TELECOMMUNICATIONS MANHOLE

T/C - TOP OF CURB

TEL - TELEPHONE

UGE - UNDERGROUND ELECTRIC

UNK - UNKNOWN

UP - UTILITY POLE

VAR - VARIABLE

VERT - VERTICAL

W/ - WITH

W/L - WATER LINE

W - WATER

WUS - WATERS OF THE US

X-ING - CROSSING

Ø - DIAMETER

DRAWING INDEX

SITE LAYOUT PLAN C-200

EROSION CONTROL PLAN PHASE I C-300

LAUREL STREET RESIDENTIAL

PHONE: (704) 561-5225

EMAIL: kbrooks@laurelstreetres.com

511 EAST BOULEVARD

CHARLOTTE, NC 28203

OWNER

GENERAL NOTES:

ARCHITECT

NEIGHBORING CONCEPTS

1635 W TRADE ST, SUITE 1A

CHARLOTTE, NC 28216

CONTACT: DARREL WILLIAMS

PHONE: (704) 374-0916 EXT. 228

EMAIL: darrel@neighboringconcepts.com

LANDSCAPING DETAILS L-101

SITE

GRADING PLAN C-400

EROSION CONTROL PLAN PHASE II C-301

SITE UTILITY PLAN C-201

LANDSCAPING PLAN L-100

DESCRIPTION

ELEVATION

200

95.32

T/C

95.32

E/P

95.32

SWL

LEGEND

SEWER

EXISTING SANITARY SEWER

SANITARY SEWER

SANITARY MANHOLE NUMBER

W/ COORDINATE LOCATION

EX SANITARY MANHOLE

SANITARY MANHOLE

EXISTING CLEAN OUT

CLEAN OUT

8'' SAN

8''SAN

E 9378.25

N 7605.80

WATER

EXISTING WATER LINE

WATER LINE

EXISTING WATER VALVE

WATER VALVE

POST INDICATOR VALVE

EXISTING WATER METER

WATER METER

EXISTING FIRE HYDRANT

FIRE HYDRANT

WATER LINE REDUCER

EX WATER LINE PLUG

WATER LINE PLUG

WATER LINE CROSS

WATER LINE TEE

FIRE DEPT CONNECTION

WATER SPIGOT

EXISTING WELL CASING

8''W

8'' W

8'' W

MISCELLANEOUS UTILITIES

EXISTING LIGHT POLE

EXISTING YARD LIGHT

EXISTING GROUND LIGHT

LIGHT POLES

EXISTING UTILITY POLE

UTILITY POLE

EXISTING GUY WIRE

EXISTING ELECTRIC METER

EXISTING OVERHEAD ELECTRIC

OVERHEAD ELECTRIC

EX UNDERGROUND ELECT LINE

UNDERGROUND ELECTRIC LINE

EXISTING TELEPHONE PEDESTAL

EXISTING TELEPHONE MANHOLE

EX OVERHEAD TELEPHONE LINE

OVERHEAD TELEPHONE LINE

EX UNDERGROUND TELEPHONE LINE

UNDERGROUND TELEPHONE LINE

EX OVERHEAD FIBER OPTIC LINE

OVERHEAD FIBER OPTIC LINE

EX UNDERGROUND FIBER OPTIC LINE

UNDERGROUND FIBER OPTIC LINE

EX CABLE TV PEDESTAL

EX OVERHEAD CABLE TV LINE

OVERHEAD CABLE TV LINE

EX UNDERGROUND CABLE TV

UNDERGROUND CABLE TV LINE

COMBINED POWER/CATV

COMBINED POWER, TELE, CATV

COMBINED POWER, TELEPHONE

COMBINED TELEPHONE, CATV

OHP

OHP

UGP

UGP

OHT

OHT

UGT

UGT

OFO

OFO

UFO

UFO

OCATV

OCATV

UCATV

UCATV

UG P/C

UG P/T/C

UG P/T

UG T/C

SITE

EXISTING STORM SEWER

STORM SEWER

EX DROP INLET

DROP INLET & STRUCTURE NUMBER

EXISTING STORM SEWER MANHOLE

STORM SEWER MANHOLE

EXISTING ROOF DRAIN DOWNSPOUT

ROOF DRAIN DOWNSPOUT

EXISTING CURB

CURB

EXISTING CURB & GUTTER

CURB & CUTTER

PROPERTY LINE

BENCH MARK

APPROX BORING LOCATION

LIMITS OF CONSTRUCTION

EXISTING TREE LINE

CLEARING LIMITS

EXISTING SHRUB

EXISTING TREE

EXISTING FENCE

FENCE

EXISTING CONTOUR

CONTOUR

SPOT ELEVATION

C/L SWALE

EXISTING SIGN

SIGN

BOLLARD

EXISTING FLAG POLE

PROPERTY MARKER FOUND / ROD FOUND

PIPE FOUND

NATURAL GAS

EXISTING GAS METER

EXISTING GAS VALVE

EXISTING GAS LINE

GAS LINE

G

G

XX

X

200

1

S

C

T

T

D

1

B-1

MARCH 1, 2018

MWB

40056

YOUR VISION ACHIEVED THROUGH OURS.

VIRGINIA NORTH CAROLINA

THIS DRAWING PREPARED AT THE

CHARLOTTE OFFICE

610 E Morehead Street, Suite 250

Charlotte, NC 28202

TEL 704.376.1073

FAX 704.376.1076

www.timmons.com

Site Development | Residential | Infrastructure | Technology

NC License No. C-1652

40056

PROJECT NUMBER

SHEET BY

CHECKED

ISSUE DATE

GRIER HEIGHTS

SENIORS BUILDING

No. Description Date

ARCHITECTURE PLANNING INTERIORS

1635 West Trade Street, Suite 1A

Charlotte, North Carolina 28216

T:704.374.0916 F:704.342.3808

www.neighboringconcepts.com

CONSTRUCTION

DOCUMENTS

1 SECOND CITY SUBMITTAL 2-6-2018

2 THIRD CITY SUBMITTAL 3-9-2018

C-000

COVER SHEET

NOTES AND DETAILS C-502

NOTES AND DETAILS C-501

NOTES AND DETAILS C-500

NOTES AND DETAILS C-504

NOTES AND DETAILS C-503

100+1 FLOOD PLAN C-600

100+1 FLOOD PLAN DRAINAGE MAP C-601

100+1 FLOOD PLAN CROSS SECTIONS C-602

DRAINAGE AREA MAP

C-401

BMP PLAN AND DETAILS

C-402

NOTES AND DETAILS C-505

EROSION CONTROL PLAN PHASE I DRAINAGE MAP C-303

EROSION CONTROL PLAN PHASE II DRAINAGE MAP C-304

DRIVEWAY ACCESS AND SIGHT DISTANCE PROFILE

C-400A

EROSION CONTROL PLAN PHASE III DRAINAGE MAP C-305

EROSION CONTROL PLAN PHASE III C-302

TURNING MOVEMENTS C-202

GRADING DETAIL PLAN

C-403

1. SITE ADDRESS:

2931 MARNEY AVENUE

CHARLOTTE, NC 28205

2. ZONING: UR-3 (CD) PER PETITION 2017-089

3. SETBACKS: FRONT YARD: 20FT MEASURED FROM BACK OF CURB ALONG

SAM DRENAN RD

20FT MEASURED FROM BACK OF CURB ALONG

MARNEY AVE*

SIDE YARD: 5FT

REAR YARD: 20FT

*IN AREAS WHERE THE SETBACK LINE WOULD BE LOCATED IN THE RIGHT-OF-WAY

ALONG MARNEY AVE, THE RIGHT-OF-WAY IS THE SETBACK LINE

4. TOTAL SITE AREA: 1.89 ACRES

5. UNIT COUNT:

ALLOWED: 80

PROPOSED: 72

6. BUILDING HEIGHT:

MAXIMUM HEIGHT: PER ZONING ORDINANCE.

MAXIMUM HEIGHT ALONG SAM DRENAN ROAD: 40FT WITH ALLOWABLE

INCREASE PER TABLE 9.406(3)(a).

PROPOSED: HEIGHT IS 39'-10.5" AT SETBACK AND 48'-7.5" AT

ROOF RIDGE 33'-5" FROM SETBACK (APPROVED IN REZONING)

7. FLOOR AREA RATIO:

MAXIMUM FAR ALLOWED: 1.09 (90,000 SF)

PROPOSED: 1.02 (83,600 SF)

8. RECYCLING/ TRASH:

SW REQUIRED PER 12.403 (72 UNITS): 8-CU-YD/ 30 UNITS OR

8-CU-YD COMPACTOR/ 90 UNITS.

SW PROVIDED: (72 UNITS) 20-CU-YD. OPEN TOP

RECYCLING REQUIRED PER 12.403: 30-80 UNITS = 144 SQ. FT. CONT.

RECYCLING PROVIDED: ONE RECYCLING STATION (144 SQ. FT.)

9. DISTURBED ACREAGE: 1.61 ACRES

10. NEW BUILT UPON AREA: 1.61 ACRES (70,131 SF)

11. USE: MULTI-FAMILY (SENIORS) APARTMENTS

12. PARCEL ID: 15706518

13. WATERSHED OVERLAY DISTRICT: NONE

14. FIRM: PANEL 3710456300K DATED 2/19/2014

PARCEL IS LOCATED IN ZONE 'X' OF THE FEMA FLOOD ZONE AND THE COMMUNITY FLOOD ZONE.

15. PARKING REQUIREMENTS (PER 9.408):

REQUIRED PARKING: 0.25 SPACES PER DWELLING UNIT 72 DWELLING UNITS x 0.25 = 18 SPACES

FOR MULTI-FAMILY (ELDERLY) TOTAL = 18 SPACES

PARKING PROVIDED:

EXISTING: NONE

PROPOSED : 48 SPACES (39 REGULAR, 11 HANDICAP)

16. CONSTRUCTION TIMETABLE:

CONSTRUCTION START: 6/01/18

CONSTRUCTION COMPLETION: 8/06/19

PARTNERSHIP THE KENNINGTON FAMILY LIMITED

PARCEL ID: 15706526

DEED BOOK: 8433 PAGE: 499

ZONING: I-1

LAND USE: COMMERCIAL

RESIDUAL LOT

MB 26 PG 118

81,796 SF OR

1.888 ACRES +/-

D

D

D

S

D

D

OH

U

OH

U

OHU

OHU

OHU

O

H

U

O

H

U

OH

U

OH

U

OH

U

OH

U

OH

U

OH

U

OH

U

XX

X

X

X

X

X

X

X

X

X

X

X

S61°47'40"E 309.44'

N24°38'15"E

283.14'

N61°00'10"W 238.83'

S

1

7

°5

3

'4

1

"W

8

0

.4

9

'

S

4

1

°

5

0

'1

7

"W

1

3

6

.6

6

'

S61°00'10"E 157.37' (TIE)

C

1

IRF

IRF

IRS

IRF DETECTED

UNDER CONCRETE

CP

N27°28'43"E

115.90' (T

IE

)

TO

P O

F B

AN

K

ED

GE

O

F W

AT

ER

CHAIN LINK FENCE

CHAIN LINK FENCE

CONCRETE WALK

WV

WM

X

X

X

X

X

X

X

X

X

X

X

X

X

CURVE TABLE

CURVE

C1

RADIUS

20.00'

LENGTH

29.89'

TANGENT

18.53'

DELTA

85°38'24"

CP

CP

DCB

TC = 654.05

INV = 647.05

DCB

TC = 654.25

INV = 646.99

DCB

TC = 654.53

INV IN= 649.35

INV OUT= 646.53

DCB

TC = 653.50

INV OUT= 646.25

DCB

TC = 654.25

INV OUT= 646.11

HEADWALL

TOP = 653.78

INV EAST = 644.58

INV WEST = 643.38

SDMH

RIM = 672.33

INV IN = 667.53

INV OUT= 667.53

SDMH

RIM = 669.32

INV IN(W)= 665.70

INV IN (N)= 664.37

INV OUT= 663.34

SDMH

RIM = 670.07

INV IN(N)= 665.42

INV IN(W)= 665.42

INV OUT= 665.32

SDMH

RIM = 670.67

INV OUT= 665.97

SDMH

RIM = 672.29

INV OUT= 667.99

15" RC

P

18" RC

P

15" R

CP

24" RCP

24" R

CP

24" RCP

24" RCP

24" RCP

24" RCP

24" RCP

24" R

CP

1

8

" R

C

P

18" R

CP

DCB

RIM = 675.50

INV IN= 672.20

INV OUT= 671.87

CB

TC = 675.68

INV IN= 671.66

INV OUT= 671.22

SSMH

RIM = 659.52

INV OUT= 653.05

SSMH

RIM = 654.86

INV IN= 648.51

INV OUT= 648.51

SSMH

RIM = 653.50

INV IN (W)= 647.86

INV IN (N)= 647.91

INV OUT= 647.20

SSMH

RIM = 671.02

INV IN= 674.06

INV OUT= 674.01

SAN

SAN

SAN

SAN

SAN

SAN

6'

10'

SA

N

SA

N

MA

RN

EY

A

VE

NU

E

50' P

UB

LIC

R

/W

(M

B 26-118)

MA

RN

EY

A

VE

NU

E

50' P

UB

LIC

R

/W

(M

B 9-137, M

B 9-361)

SAM DRENAN ROAD

PUBLIC R/W VARIES

MAP REFERENCE: M9-361

6'' W6'' W

6'' W

6'' W

6'' W

6'' W

6'' W

6'' W

6'' W

S

S

S

15' STORMWATER

EASEMENT

15' STORMWATER

EASEMENT

PARTNERSHIP THE KENNINGTON FAMILY LIMITED

PARCEL ID: 15706525

DEED BOOK: 8433 PAGE: 499

ZONING: I-1

LAND USE: COMMERCIAL

35' S

.W

.I.M

. S

TR

EA

M B

UF

FE

R

15' U

PLA

ND

B

UF

FE

R

20' U

ND

IS

TU

RB

ED

S

TR

EA

M

SID

E B

UF

FE

R

6'' W

6'' W

6'' W

6'' W

6'' W

6'' W

6'' W

6'' W

SAN

2,640 SF

LANDSCAPE AREA

3,809 SF

LANDSCAPE AREA

TREE SAVE AREA

12,273 SF (15%)

(NATURAL AREA -

UNDISTURBED)

AM

EN

IT

Y A

RE

A

8'

17'

23'

7.91'

7' SIDEWALK

7.5'

6'

X

XX

X X

XX

X

X

X

X

R5'

R5'

8

8

6

9

10'X70' SIGHT

TRIANGLE

50'X50' SIGHT

TRIANGLE

20' SETBACK

FROM BACK

OF CURB

10 O

N-S

TR

EE

T S

PA

CE

S (1 A

DA

S

PA

CE

)

SENIORS

BUILDING

BMP

4 SPACES

3 S

PA

CE

S

SENIORS

BUILDING

RETAINING

WALL

RETAINING

WALL

BUILDING

ENTRANCE

DUMPSTERS &

ENCLOSURE

CONCRETE

SIDEWALK

BUILDING

ENTRANCE

METER CENTER (SEE

ELECTRICAL DRAWINGS)

METER CENTER (SEE

ELECTRICAL DRAWINGS)

ELECTRICAL TRANSFORMER

(SEE ELECTRICAL DRAWINGS)

CONDENSING UNIT

CONCRETE PAD, TYP.

CONDENSING UNIT

CONCRETE PAD, TYP.

157 LF FENCE

ON WALL TOP

186 LF 6 FT

PRIVACY

FENCE

BEHIND

WALL

CONC. BUS PAD

(SEE DETAIL

SHEET C-500)

START

FLUSH CURB

END FLUSH

CURB

ADA SIGN

"VAN ACCESSIBLE" ADA SIGN

ADA SIGN

"VAN ACCESSIBLE" ADA SIGN

ADA SIGN

ADA SIGN

WHEEL STOP (TYP)

EX

IST

ING

50' P

UB

LIC

R/W

23'

24'

23'

17'

17'

5'

17'

7.5'

37' CENTERLINE

TO PROPOSED R/W

(SETBACK ON R/W LINE)

20' A

CC

ES

S E

AS

ME

NT

20' A

CC

ES

S E

AS

ME

NT

8.5'

8' PLANTING STRIP

7' SIDEWALK

4' LANDSCAPING STRIP

7'

24'

8' LANDSCAPING STRIP

6' SIDEWALK

7'

22'

2.77'

0.43'

4' LANDSCAPING STRIP

7' SIDEWALK

10'

7'

7'

17'

8'

0.12'

25' CENTERLINE

TO EXISTING R/W

2

2

'

38' CENTERLINE

TO EXISTING PUBLIC R/W

23' SETBACK

FROM BACK OF

CURB ON R/W

20' REAR

SETBACK

5' SIDE

YARD

5' SIDE

YARD

20' SETBACK

FROM BACK

OF CURB

7' SIDEWALK

R20'

R20'

4' LANDSCAPING STRIP

10' LANDSCAPING STRIP

PR

OP

OS

ED

VA

RIA

BLE

WID

TH

PU

BLIC

R/W

(64.3

7')

(SE

TB

AC

K O

N R

/W L

INE

)

47' CENTERLINE TO

PROPOSED VARIABLE

WIDTH PUBLIC R/W

4

.

0

1

'

10' PCCE

7

'

2

4

.

0

1

'

7

.

5

'

1

7

'

1

7

'

9

.

5

'

R

6

'R

2

.

5

'

7

.

5

2

'

5

'

8

'

10'

LIGHT POLE (TYP)

(SEE SHEET C502)

PR

OP

OS

ED

VA

RIA

BLE

WID

TH

PU

BLIC

R/W

(59.6

1')

TP

T

P

T

P

TP

TP

T

P

T

P

T

P

T

P

TP

TP

TP

TP

T

P

T

P

T

P

T

P

T

P

T

P

T

P

CURB

23' SETBACK

FROM BACK OF

CURB ON R/W

MARCH 1, 2018

MWB

40056

YOUR VISION ACHIEVED THROUGH OURS.

VIRGINIA NORTH CAROLINA

THIS DRAWING PREPARED AT THE

CHARLOTTE OFFICE

610 E Morehead Street, Suite 250

Charlotte, NC 28202

TEL 704.376.1073

FAX 704.376.1076

www.timmons.com

Site Development | Residential | Infrastructure | Technology

NC License No. C-1652

40056

PROJECT NUMBER

SHEET BY

CHECKED

ISSUE DATE

GRIER HEIGHTS

SENIORS BUILDING

No. Description Date

ARCHITECTURE PLANNING INTERIORS

1635 West Trade Street, Suite 1A

Charlotte, North Carolina 28216

T:704.374.0916 F:704.342.3808

www.neighboringconcepts.com

CONSTRUCTION

DOCUMENTS

1 SECOND CITY SUBMITTAL 2-6-2018

2 THIRD CITY SUBMITTAL 3-9-2018

C-200

SITE LAYOUT

NOTE:

PROVIDE 2% MAX. CROSS

SLOPE ON SIDEWALKS

CONCRETE SIDEWALKS

NO SCALE

COMPACTED SUBGRADE

4"

1

4

"

1"

1

4

" x

1

4

" SEALANT

EXPANSION JOINT EACH 30' MIN. WITH

PREMOLDED EXPANSION FILLER,

SEAL WITH SILICONE SEALANT. SEE

PLANS FOR APPROXIMATE JOINT

LOCATIONS

CONC. WALK

TOOLED CONTROL JOINT

(REFER TO SITE CONCRETE

SPECIFICATIONS FOR SCORING

PATTERN AND SPACING)

DENOTES CONCRETE SIDEWALK ON PLANS

R=

1

4

"

4"

MINIMUM 3,000 PSI

CONCRETE

1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.

2. ALL ROAD IMPROVEMENTS AT 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. 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.

6. 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.

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

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

9. CURB AND GUTTER SHOWN ON PLANS ALONG MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM

DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.

10. 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.

11. 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.

12. 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

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 LOT #'S 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.

18. "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 SUBDIVISION ORDINANCE.

19. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF

CHARLOTTE ENGINEERING FOR APPROVAL.

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

21. 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 ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE

ROADWAY IMPROVEMENT PLAN.

22. PER SECTION 18-175(E) OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL

REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED PRIOR TO THE ISSUANCE

OF THE CERTIFICATE OF OCCUPANCY.

23. 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.

24. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE

CONTRACTOR/DEVELOPER.

25. 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) OR VISIT

HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET +MAINTENANCE/HOME.HTM

26. 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.

27. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD

BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE. THE DEVELOPER SHOULD

MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.

28. 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.

29. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC

CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT 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. CONTRACTOR SHALL CONTACT CDOT AT

(704) 336-8348.

30. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL

CONTACT CDOT AT (704) 336-8348.

STANDARD NOTES:

DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS

LIGHT DUTY PAVEMENT

NO SCALE

COMPACTED SUBGRADE

2" TYPE C ASPHALT

SURFACE COURSE

6" GRADED AGGREGATE

BASE COURSE (GABC)

NOTE:

1. ABC STONE BASE COURSE TO BE

COMPACTED TO 100% OF ITS

STANDARD PROCTOR MAXIMUM DRY

DENSITY.

ZONING SUMMARY:

NOTE:

1. ALL UTILITIES WILL BE UNDERGROUND.

DENOTES 35' S.W.I.M. STREAM BUFFER

DENOTES REINFORCED CONCRETE PAVEMENT ON PLANS

REINFORCED CONCRETE PAVEMENT

NO SCALE

COMPACTED SUBGRADE

6" PORTLAND CEMENT CONCRETE

2"

6x6 W2.9xW2.9 WELDED WIRE

FABRIC (FLAT SHEETS)

6" GABC STONE

NOTES:

1. ABC STONE BASE COURSE TO BE

COMPACTED TO 100% OF ITS

STANDARD PROCTOR MAXIMUM

DRY DENSITY.

2. PORTLAND CEMENT CONCRETE

TO HAVE A COMPRESSIVE

STRENGTH OF 4,000 PSI AT

28-DAYS AND CONTAIN 4% - 6%

ENTRAINED AIR.

COMPACTED TO 100% OF ITS

STANDARD PROCTOR MAXIMUM

DRY DENSITY.

N

A

D

8

3

0

SCALE 1"=20'

40'20'

1. SITE ADDRESS:

2931 MARNEY AVENUE

CHARLOTTE, NC 28205

2. ZONING: UR-3 (CD) PER PETITION 2017-089

3. SETBACKS: FRONT YARD: 20FT MEASURED FROM BACK OF CURB ALONG

SAM DRENAN RD

20FT MEASURED FROM BACK OF CURB ALONG

MARNEY AVE*

SIDE YARD: 5FT

REAR YARD: 20FT

*IN AREAS WHERE THE SETBACK LINE WOULD BE LOCATED IN THE

RIGHT-OF-WAY ALONG MARNEY AVE, THE RIGHT-OF-WAY IS THE SETBACK

LINE

4. TOTAL SITE AREA: 1.89 ACRES

5. UNIT COUNT:

ALLOWED: 80

PROPOSED: 72

6. BUILDING HEIGHT:

MAXIMUM HEIGHT: PER ZONING ORDINANCE.

MAXIMUM HEIGHT ALONG SAM DRENAN ROAD: 40FT WITH ALLOWABLE

INCREASE PER TABLE 9.406(3)(a).

PROPOSED: HEIGHT IS 39'-10.5" AT SETBACK AND 48'-7.5" AT

ROOF RIDGE 33'-5" FROM SETBACK (APPROVED IN REZONING)

7. FLOOR AREA RATIO:

MAXIMUM FAR ALLOWED: 1.09 (90,000 SF)

PROPOSED: 1.02 (83,600 SF)

8. RECYCLING/ TRASH:

SW REQUIRED PER 12.403 (72 UNITS): 8-CU-YD/ 30 UNITS OR

8-CU-YD COMPACTOR/ 90 UNITS.

SW PROVIDED: (72 UNITS) 20-CU-YD. OPEN TOP

RECYCLING REQUIRED PER 12.403: 30-80 UNITS = 144 SQ. FT. CONT.

RECYCLING PROVIDED: ONE RECYCLING STATION (144 SQ. FT.)

9. DISTURBED ACREAGE: 1.61 ACRES

10. NEW BUILT UPON AREA: 1.61 ACRES (70,131 SF)

11. USE: MULTI-FAMILY (SENIORS) APARTMENTS

12. PARCEL ID: 15706518

13. WATERSHED OVERLAY DISTRICT: NONE

14. FIRM: PANEL 3710456300K DATED 2/19/2014

PARCEL IS LOCATED IN ZONE 'X' OF THE FEMA FLOOD

ZONE AND THE COMMUNITY FLOOD ZONE.

15. PARKING REQUIREMENTS (PER 9.408):

REQUIRED PARKING: 0.25 SPACES PER DWELLING UNIT

FOR MULTI-FAMILY (ELDERLY)

72 DWELLING UNITS x 0.25 = 18 SPACES

TOTAL = 18 SPACES

PARKING PROVIDED:

EXISTING: NONE

PROPOSED : 48 SPACES (39 REGULAR, 11 HANDICAP)

16. CONSTRUCTION TIMETABLE:

CONSTRUCTION START: 6/01/18

CONSTRUCTION COMPLETION: 8/06/19