Civil Engineer: Surveyor:

RODDEN SQUARE APARTMENTSCITY OF CHARLOTTE

MECKLENBURG COUNTY, NORTH CAROLINA

The Curry Engineering Group, PLLC

NC License # P-0799

205 S. Fuquay Ave

Fuquay-Varina, NC 27526

919.552.0849 (o)

Contact: Zak Shipman, PE

zak@curryeng.com

SITE CONSTRUCTION DRAWINGSREGULATORY REVIEW SET ISSUED 12-17-2015

REVISED 03-31-2016REVISED 05-19-16REVISED 06-20-16

ALLEN GEOMATICS

PO Box 89

Advance, NC 27006

336.782.3796

Contact: Mr. Jeff Allen, PLS

jeff@allengeomatics.com

Developer:

Connelly Builders, Inc.

125 Old Chapin Road

Lexington, SC 29072

803.798.0572

Contact: Mr. Kevin Connelly

tkc@connellybuilders.com

SCALE: NTS

LOCATION MAP

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CIVIL SERIES DRAWING ABBREVIATIONS:

@/-AT

AC-ACRE

AFG- ABOVE FINISHED GRADE

APPR-APPROXIMATE

ASSY-ASSEMBLY

B/C-BOTTOM OF CURB

BOC-BACK OF CURB

B/L-BASE LINE

BM-BOOK OF MAPS

BMP-BEST MANAGEMENT PRACTICE

BW-BOTTOM OF WALL

CB-CATCH BASIN

C&G-CURB AND GUTTER

C/L-CENTERLINE

CL-CLASS

CMP-CORRUGATED METAL PIPE

CO-CLEANOUT

COMM-COMMUNICATIONS

CONC-CONCRETE

CONN-CONNECTION

CY-CUBIC YARD

DB-DEED BOOK

DCV-DOUBLE CHECK VALVE

DDCV-DOUBLE DECTECTOR CHECK VALVE

DI-DROP INLET

DIP-DUCTILE IRON PIPE

DR-DRIVEWAY

MECH-MECHANICAL

MH-MANHOLE

MIN-MINIMUM

MJ-MECHANICAL JOINT

NIC-NOT IN CONTRACT

OHE-OVERHEAD ELECTRIC

OHP-OVERHEAD POWER

OHT-OVERHEAD TELEPHONE

PB-PLAT BOOK

PC-POINT OF CURVATURE

PED-PEDESTRIAN

PG-PAGE

PH-PHASE

PI-POINT OF INTERSECTION

PIV-POST INDICATOR VALVE

PKG-PARKING

P/L-PROPERTY LINE

PS-PUMP STATION

PT-POINT OF TANGENCY

PP-POWER POLE

PVC-POLYVINYL CHLORIDE

PVMT-PAVEMENT

PWR-POWER

R-RADIUS

RD-ROOF DRAIN

RJ-RESTRAINTED JOINT

RPZ-REDUCED PRESSURE ZONE

DS-DOWNSPOUT

EA-EACH

EIP-EXISTING IRON PIPE

ELEC-ELECTRICAL

E/P-EDGE OF PAVEMENT

EX-EXISTING

F/C-FACE OF CURB

FDC-FIRE DEPARTMENT CONNECTION

FFE-FINISHED FLOOR ELEVATION

FG-FINISHED GRADE

FH-FIRE HYDRANT

F/L-FLOW LINE

FM-FORCE MAIN

FT-FOOT

G-GAS

GND-GROUND

GV-GATE VALVE

HDPE-HIGH DENSITY POLYETHYLENE

HORIZ-HORIZONTAL

IN-INCHES

INV-INVERT

IP-IRON PIPE

IPS-IRON PIPE SET

L-LENGTH

LF-LINEAR FOOT

LP-LIGHT POLE

LS-LIFT STATION

R/W-RIGHT OF WAY

REQD-REQUIRED

RCP-REINFORCED CONCRETE PIPE

SAN-SANITARY SEWER

SDWK-SIDEWALK

SF-SQUARE FOOT

SPT-SPOT GRADE

SS-SANITARY SEWER

STA-STATION

STD-STANDARD

STM-STORM

STMH-STORM SEWER MANHOLE

SWM-STORMWATER MANAGEMENT

T-TELEPHONE

T/C-TOP OF CURB

TCM-TELEPHONE MANHOLE

TS&V-TAPPING SLEEVE AND VALVE

UGE-UNDERGROUND ELECTRIC

UNK-UNKNOWN

UP-UTILITY POLE

VAR-VARIABLE

VERT-VERTICAL

W/-WITH

WM-WATER METER

W/O-WITHOUT

W/L-WATERLINE

WSEL-WATER SERVICE ELEVATION

WV-WATER VALVE

SURVEY DATUM INFORMATION:

HORIZONTAL DATUM: NAD83

VERTICAL DATUM: NAVD88

SANITARY SEWER

EXISTING SANITARY SEWER

SANITARY SEWER MAIN

SEWER MANHOLE

CLEANOUT

EXISTING CLEANOUT

EX. SEWER MANHOLE

WATER

EXISTING WATER LINE

WATERLINE

PROPOSED WATER VALVE

POST INDICATOR VALVE (PIV)

EX. WATER METER

EX. VALVE

WATER METER

EX. FIRE HYDRANT

FIRE HYDRANT

REDUCER FITTING

PLUG FITTING

WATERLINE TEE

WATERLINE CROSS

FIRE DEPARTMENT CONNECTION (FDC)

WATERLINE BLOWOFF

EX. WELL CASING

NATURAL GAS

EX. GAS LINE

GAS LINE

EX. GAS VALVE

EX. GAS METER

MISCELLANEOUS UTILITIES

EX. LIGHT POLE

EX. LIGHT (WALL PACK)

PROPOSED LIGHT POLE

EX. UTILITY POLE

UTILITY POLE

EX. GUY WIRE

EX. ELECTRICAL METER

EX. OVERHEAD ELECTRIC LINE

PROPOSED OVERHEAD ELECTRIC LINE

EX. UNDERGROUND ELECTRIC LINE

PROPOSED UNDERGROUND ELECTRIC LINE

EX. TELEPHONE PEDESTAL

TELEPHONE PEDESTAL

EX. TELEPHONE MANHOLE

EX. OVERHEAD TELEPHONE LINE

OVERHEAD TELEPHONE LINE

EX. OVERHEAD FIBER LINE

OVERHEAD FIBER LINE

EX. CABLE PEDESTAL

EX. OVERHEAD COMMUNICATIONS LINE

OVERHEAD COMMUNICATIONS LINE

EX. UNDERGROUND COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

SITE DEVELOPMENT

EX. STORM SEWER PIPE

PROPOSED STORM SEWER

EX. STORM STRUCTURE

CATCH BASIN

DROP INLET

EX. STORM SEWER MANHOLE

STORM SEWER MANHOLE

EX. ROOF DRAIN LEADER

ROOF DRAIN LEADER

EX. ROOF DRAIN DOWNSPOUT

ROOF DRAIN DOWNSPOUT

EX. CURB AND GUTTER

CURB AND GUTTER

PROPERTY LINE

EXISTING PROPERTY LINE

EX. SHRUB

BENCHMARK AND/OR SURVEY

CONTROL MARKER

SOIL BORING LOCATION

LIMITS OF DISTURBANCE

EX. TREE

EX. FENCE

PROPOSED FENCE

EX. TOPOGRAPHIC CONTOUR

G

PROPOSED TOPOGRAPHIC CONTOUR

PROPOSED SPOT ELEVATION

EX. SIGN

SIGN

BOLLARD

PROPERTY MARKER/IRON PIPE

EX. SURVEY MONUMENT

W

W

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SAN

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RD

RD

FG XXX

B-8

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*

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OHP

OHP

UGP

UGP

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OHT

OHT

OFO

OFO

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OHC

OHC

UGC

UGC

LEGEND

EX. OVERHEAD UTILITY LINE-MULTIPLE

UTILITIES

OHU

Architect:

Planworx Architecture, PA

5711 Six Forks Road, Suite 100

Raleigh, NC 27609

919.846.8100

Contact: Mr. Robert Clifford

rclifford@planworx.com

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CIVIL DRAWING INDEX:

COVER SHEET C-00

EXISTING CONDITIONS SURVEY C-01

OVERALL SITE LAYOUT PLAN C-03

DEMOLITION PLAN C-02

PARTIAL SITE LAYOUT PLAN I C-04

PARTIAL SITE LAYOUT PLAN II C-05

OVERALL SITE UTILITY PLAN C-06

PARTIAL SITE UTILITY PLAN I C-07

PARTIAL SITE UTILITY PLAN II C-08

PARTIAL GRADING, DRAINAGE, & STORMWATER PLAN I C-10

PARTIAL GRADING, DRAINAGE, & STORMWATER PLAN II C-11

ROOF DRAINAGE PLAN C-12

SITE HYDROLOGY ANALYSIS PLAN

C-13

TYPICAL ROADWAY CROSS SECTIONS C-17

MALLARD CREEK ROAD CROSS SECTIONS C-18

OVERALL GRADING, DRAINAGE, & STORMWATER PLAN C-09

OVERALL LANDSCAPE PLAN L-01

PARTIAL LANDSCAPING PLAN I L-02

PARTIAL LANDSCAPING PLAN II L-03

OFFSITE ROAD WIDENING PLAN-MALLARD CREEK RD.

C-15

RODDEN MILL COURT PLAN & PROFILE C-23

DOLBY CREEK PLACE PLAN & PROFILE C-24

OVERALL EROSION & SEDIMENT CONTROL PLAN-PH. 1 C-26

NOTES AND DETAILS

D-01

NOTES AND DETAILS

D-02

NOTES AND DETAILS

D-03

NOTES AND DETAILS

D-04

NOTES AND DETAILS

D-05

NOTES AND DETAILS

D-06

NOTES AND DETAILS

D-07

NOTES AND DETAILS

D-08

NOTES AND DETAILS

D-09

NOTES AND DETAILS

D-10

NOTES AND DETAILS

D-11

STORMWATER BMP DETAILS

C-14

MALLARD CREEK ROAD CROSS SECTIONS C-19

SITE DISTANCE PLAN & PROFILE-MALLARD CREEK ROAD C-20

MALLARD CREEK ROAD WORK ZONE TRAFFIC CONTROL C-21

MALLARD CREEK ROAD WORK ZONE TRAFFIC CONTROL C-22

PARTIAL EROSION & SEDIMENT CONTROL PLAN-PH. 1 C-27

PARTIAL EROSION & SEDIMENT CONTROL PLAN-PH. I C-28

OVERALL EROSION & SEDIMENT CONTROL PLAN-PH. II C-29

PARTIAL EROSION & SEDIMENT CONTROL PLAN-PH. II C-30

PARTIAL EROSION & SEDIMENT CONTROL PLAN-PH. II C-31

TREE SAVE AREA SURVEY C-32

TREE SAVE AERIAL PHOTOGRAPH C-33

LANDSCAPING NOTES AND DETAILS L-04

EROSION CONTROL NOTES C-25

TEMPORARY DRIVEWAY PLAN

C-16

X X X X

X

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DEPARTMENT OF TRANSPORTATION

DB 27547 PG 685

DB 27547 PG 693

N/F MARGARET ELIZABETH HUNTER

PID 04705306

DB 2253 PG 498

MB 332 PG 89

"R.A. MCNEELY, EST"

ZONING: R-17MF

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N/F JEFFREY & TONI NEAL

EDWARD & GAYLE FERREE

PID 04705321

DB 11249 PG 256

ZONING: R-17MF

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NC

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N 19°20'36"E

3384.46'

NCGS "DERITA 2 RM 4"

N: 567,387.58'

E :1,463,596.20'

COMBINED FACTOR: 0.99983875

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TIE LINE 1

N 76°52'41"W 252.00'

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N/F YONALDA RUCKER

PID 0474202

DB 24911 PG 158

MB 27 PG 121

ZONED: R-5

N/F JOHN C. & OLGA WISDOM

DALE E. WISDOM

PID 0474203

DB 29960 PG 479

MB 27 PG 121

ZONED: R-5

N/F CHURCH PARKWOOD

INSTITUTIONAL CME

PID 0474204

DB 12541 PG 889

MB 27 PG 121

ZONED: R-5

N/F MICHAEL WELLS

PID 0474206

DB 22654 PG 707

MB 27 PG 364

ZONED: R-5

N/F AMERICAN

HOMES FOR RENT

PROPERTIES NINE, LLC

PID 0474207

DB 29868 PG 898

MB 27 PG 364

ZONED: R-5

N/F SPRINGMAN

CONSULTING, LLC

PID 0474208

DB 23353 PG 846

MB 27 PG 364

ZONED: R-5

N/F NATHANIEL &

FAHEEMAH JONES

PID 0474209

DB 09966 PG 360

MB 27 PG 364

ZONED: R-5

N/F CARL F. LOVE

& MYRNA MILLS

PID 0474210

DB 09669 PG 896

MB 27 PG 364

ZONED: R-5

N/F ERIC F. & GLYNDA

KENNEDY

PID 0474211

DB 20723 PG 040

MB 27 PG 364

ZONED: R-5

N/F MOHAMMAD R.

& FARID HANACHI

PID 0474212

DB 09277 PG 962

MB 27 PG 364

ZONED: R-5

N/F STEPHEN D.

BAILEY

PID 0474213

DB 28790 PG 658

MB 27 PG 364

ZONED: R-5

N/F JOHN & VIVAN

BELTON

PID 0474214

DB 09270 PG 134

MB 27 PG 364

ZONED: R-5

N/F CHRISTINA DAVIS

PID 0474215

DB 20899 PG 661

MB 27 PG 364

ZONED: R-5

N/F LIVING OF DEAF PERSONS

IN NORTH CAROLINA

PID 04320204

DB 0833 PG 531

MB 332 PG 89

ZONED: R-17MF

N/F TOWNHOME OWNERS

ASSOC. IN AVALON

AT MALLARD CREEK

PID 04320398

DB 15681 PG 478

MB 39 PG 821

ZONED: R-17MF

N/F ROBERT G. &

TANGELA SOLOMON

PID 0474216

DB 12636 PG 031

MB 27 PG 364

ZONED: R-5

USE: SINGLE FAMILY RESIDENTIAL

USE: MULTI- FAMILY RESIDENTIAL

USE: MULTI- FAMILY RESIDENTIAL

USE: VACANT

USE: VACANT

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ONE-CALL CENTER

BEFORE YOU DIG

CALL TOLL FREE

1 800 632 4949

NORTH CAROLINA

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GENERAL SITE PLAN NOTES:

MULTI-FAMILY APARTMENT BUILDING

98 UNITS; 4 STORIES

(37.18' HEIGHT @ SETBACK)

MALLARD CREEK ROAD

WIDENING-REFER TO C-15

TREE SAVE AREA

STORMWATER

BMP

RODDEN MILL COURT

(65' PUBLIC R/W)

DO

LB

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(65' P

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SITE DATA TABLE:

PARCEL INFORMATION:

PARCEL 1: PID 04734218

N/F VIRGINIA P. RODDEN

PROPERTY AREA: 8.31 ACRES

DB: 4177 PG. 695

PARCEL 2: PID 04734219

N/F THOMAS AND PATRICIA RODDEN

PROPERTY AREA: 0.87 ACRES

DB: 4393 PG. 023

PROPERTY ZONING: R-17MF DISTRICT

MAXIMUM ALLOWABLE DENSITY: 17 UNITS/ACRE

OVERLAY DISTRICTS: N/A

PROPOSED USE: ACTIVE ADULT RESIDENTIAL (MULTIFAMILY APARTMENTS)

TOTAL PROPERTY AREA: 9.18 ACRES

PROPOSED NUMBER OF UNITS: 98

PROPOSED DENSITY: 10.66

REQUIRED SETBACKS:

R/W SETBACK: 27 FEET

MIN. SIDE YARD SETBACK: 10 FEET

REAR YARD SETBACK: 50 FEET

THOROUGHFARE SETBACKS:

FREEWAY: N/A

THOROUGHFARE: 30'

PARKING CALCULATIONS:

REQUIRED PARKING: 0.25 SPACES PER UNIT

REQUIRED PARKING: 0.25*98= 25 SPACES

PROVIDED PARKING: 98 SPACES

REQ'D ACCESSIBLE SPACES: 4 SPACES

PROVIDED ACCESSIBLE SPACES: 10 SPACES

TREE SAVE AREA REQUIRED: 15% OR 59,982 SF (1.38 ACRES)

TREE SAVE AREA PROVIDED: 61,412 SF (1.40 ACRES) OR 15.35%

OPEN SPACE REQUIRED: 45% OR 179,946 SF (4.13 ACRES)

OPEN SPACE PROVIDED: 234,928 +/- (5.39 ACRES) OR 58.70%

1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE

COMPILED FROM A FIELD SURVEY OF THE PROPERTY BY ALLEN GEOMATICS, P.C. AND IS NOT THE

RESULT OF A FIELD SURVEY BY THE CURRY ENGINEERING GROUP, PLLC. ADDITIONAL EXISTING

CONDITIONS DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY,

MECKLENBURG COUNTY GIS DATA, AND OTHER DATA SOURCES AS REQUIRED.

2. EXISTING CONDITIONS SHOWN FOR ROADWAY IMPROVEMENTS IN THE MALLARD CREEK

ROAD RIGHT OF WAY PROVIDED BY NCDOT BASED ON DRAWINGS FOR TIP PROJECT U-2507A.

NOTE THAT THE IMPROVEMENTS ARE UNDER CONSTRUCTION AT THE TIME OF THE ISSUANCE OF

THIS DRAWING. ACTUAL FIELD CONDITIONS MAY VARY.

3. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE

BEFORE PERFORMING ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.

4. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.

5. AREAS COMPUTED BY THE COORDINATE METHOD.

6. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS,

COVENANTS, AND RESTRICTIONS OF RECORD.

7. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.

8. THE PROPERTY SHOWN IS LOCATED IN FLOOD ZONE "X", AREAS DETERMINED TO BE

OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLANE

PER FEMA FIRM PANEL 3710456700J DATED 03/02/09

9. VERTICAL DATUM: NAVD88

HORIZONTAL DATUM: NAD83

10. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, DEPTHS, AND MATERIALS OF ALL

EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITY ON SITE. UNDERGROUND

UTILITIES ARE SHOWN BASED ON MARKINGS PROVIDED BY THE NC ONE CALL CENTER AND ABOVE

GROUND EVIDENCE. EXISTING CONDITIONS SHOULD BE CONSIDERED APPROXIMATE IN NATURE.

WHILE EVERY EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE INFORMATION GIVEN,

ACTUAL FIELD CONDITIONS MAY VARY AND SHOULD BE CONFIRMED PRIOR TO CONSTRUCTION.

11. CONTRACTOR SHALL FIELD LOCATE SPILL CURB AS NEEDED FOR PROPER DRAINAGE. SPILL

CURB LOCATIONS ARE NOT INDICATED ON THIS PLAN.

12. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY

INSTALLATION WITH THE APPROPRIATE UTILITY PROVIDER AND THE CITY OF CHARLOTTE.

13. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE CITY OF CHARLOTTE SIGN ORDINANCE.

14. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF

CONSTRUCTION.

15. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).

16. TACTILE WARNING MATS OR TRUNCATED DOMES ARE TO BE INSTALLED ON ALL WHEELCHAIR

RAMPS PER THE CITY OF CHARLOTTE STANDARDS.

17. ALL TEMPORARY TRAFFIC CONTROL MEASURES, SIGNS, AND MARKINGS SHALL BE REVIEWED

AND APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD.

18. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AND VEHICULAR

AREAS SHALL BE WHITE.

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

2. ALL ROAD IMPROVEMENTS AT MALLARD CREEK ROAD ARE TO BE COORDINATED WITH 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 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. CURB AND GUTTER SHOWN ON PLANS ALONG PUBLIC STREETS "A" & "B" MAY BE ADJUSTED BASED ON FIELD

STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED ON

FIELD CONDITIONS.

9. 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.

10. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL

WITHIN THE PUBLIC STREET RIGHT-OF-WAY.

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 CONSTRUCTION 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.

13. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO CITY ENGINEERING PRIOR TO

CONSTRUCTION.

14. 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.

15. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION

SYSTEMS MUST BE PROVIDED.

16. 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.

17. 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 (PCCE'S) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.

18. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR ALL 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.

19. NON STANDARD ITEMS (I.E. 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.

20. 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 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.

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

AGREEMENT. CONTRACTOR SHALL CONTACT CDOT AT (704) 336-2562.

CITY OF CHARLOTTE STANDARD NOTES:

NOTE: ALL UTILITIES WILL BE UNDERGROUND

PHASING DATA:

-PROJECT TO BE COMPLETED IN SINGLE PHASE

-APARTMENT BUILDING AND PUBLIC INFRASTRUCTURE TO BE CONSTRUCTED CONCURRENTLY

ESTIMATED PROJECT CONSTRUCTION DURATION: 16 MONTHS FROM GRADING PERMIT ISSUANCE

ALL PORTIONS OF THE BUILDING MUST BE WITHIN 400 FEET OF A PUBLIC

OR PRIVATE STREET. THIS PROJECT COMPLIES WITH THE 400 FOOT

REGULATION.

BUILDING HEIGHT:

ALLOWABLE HEIGHT: 40' @ SETBACK

PROPOSED HEIGHT: 38.18' @ SETBACK

MAXIMUM HEIGHT: 54.71' (HIGHEST ROOF RIDGE)

VARIABLE WIDTH PRIVATE

BMP ACCESS &

MAINTENANCE EASEMENT

SOLID WASTE/RECYCLING INFORMATION:

SOLID WASTE AREA REQUIRED: (1) 8 CY COMPACTER PER 90 UNITS OR 0.0889 CY PER UNIT

REQUIRED: 0.0889 CY/UNIT x 98 UNITS= 8.71 CY TOTAL

USE 9 CY COMPACTOR

RECYCLING AREA REQUIRED: 288 SQUARE FEET

PROVIDED: 297 SQUARE FEET

PRIVATE OPEN SPACE

PRIVATE OPEN SPACE

32.5'

(C/L TO R/W)

32.5'

(C/L TO R/W)

32.5'

(C/L TO R/W)

32.5'

(C/L TO R/W)

65.04'

(C/L TO R/W)

28.9'

(C/L TO EX. R/W)

60.55'

(C/L TO PROPOSED R/W)

2' SIDEWALK &

UTILITY EASEMENT

2' SIDEWALK &

UTILITY EASEMENT

2' SIDEWALK &

UTILITY EASEMENT

2' SIDEWALK &

UTILITY EASEMENT

27' R/W

SETBACK27'

R/W SETBACK

30' R/W

SETBACK

30' SETBACK