SCALE: N.T.S

LOCATION OF SITE

MONROE ROAD AND LONG AVENUECHARLOTTE, NORTH CAROLINA 28212

MECKLENBURG COUNTYPARCEL #:163-03-224, 163-03-238, 163-03-243, 163-03-245,163-03-244, 163-03-223, 163-03-235, 163-03-229, 163-03-234

LOCATION MAP

CONTACT: BRIAN ROSENFELD

OWNERR. READ & CHARLES TULL

7201 MASSEY ROADWAXHAW, NC 28173

DEVELOPEREASTSIDE CONNECTIONS JV, LLC

4310 PARK ROAD, SUITE 101CHARLOTTE, NC 28209

(704)343-2828

FOR

EASTSIDE CONNECTIONSJV, LLC

CONSTRUCTIONDOCUMENTS

GENERAL NOTE:IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT

WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TOTHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD INWRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE

ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND INFULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.

PREPARED BY

NCBELS P-1132

1927 S. TRYON STREET, SUITE 310CHARLOTTE, NC 28203Phone: (980) 272-3400Fax: (980) 272-3401

NC@BohlerEng.com

TM

CONTACT INFORMATIONREFERENCESSURVEY:JAMES MAUNEY & ASSOCIATES. P.A.PROFESSIONAL SURVEYORS"READ TULL, JR. AND OTHERS EAST INDEPENDENCE BOULEVARD, IDLEWILD ROAD AND MONROE ROADCITY OF CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA"DATED: 11/28/16REVISED: 8/15/17JOB NUMBER: 6440

GEOTECHNICALNOVA ENGINEERING AND ENVIRONMENTAL, INC"GEOTECHNICAL ENGINEERING REPORT E. INDEPENDENCE SITECHARLOTTE, NORTH CAROLINA"DATED: 6/16/17JOB NUMBER: 10705-2017014

EAST INDEPENDENCE OVERPASS INTERSECTION PLANSCITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATIONTITLED" INDEPENDENCE BLVD. OB RAMP D AND IDLEWILD ROAD"DATED: 12/12/2016NCDOT# 10-2148SIGNAL ID: 01681

FUTURE ROADWAY PLANSKIMLEY HORNTITLED" 20170906_U-5805_RDY_DSN.DWG"DATED: 9/26/2017

MONROE ROAD IMPROVEMENT PLANSDESIGN RESOURCE GROUPTITLED "CONNECTION POINT, MONROE RD & LONG AVE, EASTSIDE CONNECTIONS JV, LLC

4310 PARK ROAD, SUITE 101, CHARLOTTE, NC 28209, 704-343-2828"DATED: 11/27/17PROJECT #: 706-002.

GOVERNING AGENCIESCITY OF CHARLOTTE - LAND DEVELOPMENT600 E 4TH STREET, 1ST FLOORCHARLOTTE, NC 28202PHONE: (704) 336-2205

CHARLOTTE WATER600 E TRADE STCHARLOTTE, NC 28202PHONE: (704) 339-2221

CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT)600 E 4TH STREET,CHARLOTTE, NC 28202PHONE: (704) 336-4119

UTILITY / GOVERNING AGENCY

WATER/SEWER CHAR-MECK UTILITY DEPARTMENT600 E 4TH STCHARLOTTE, NC 28202(704)336-7600CONTACT: BARBARA GROSSPHONE - 704-432-5801EMAIL - BGROSS@CI.CHARLOTTE.NC.US

NATURAL GAS

UTILITY SERVICE CONTACTSSERVICE

PIEDMONT NATURAL GAS3901 CRAIG AVECHARLOTTE, NC28211(800) 752-7504

ELECTRIC DUKE ENERGY610 TODDVILLE RDCHARLOTTE, NC 28214(800)777-9898CONTACT - JIM PASOUROFFICE - 704-866-5096EMAIL - JIM.PASOUR@DUKE-ENERGY.COM

SHEET INDEXSHEET TITLE SHEET NUMBER

COVER SHEET C-1.0

GENERAL NOTES C-2.0

GENERAL NOTES AND LEGEND C-2.1

ALTA SURVEY C-3.0 - C-3.2

TECHNICAL DATA SHEET RZ-1

DEVELOPMENT STANDARDS RZ-2

MUDD-O ZONING AREA RZ-3

NS ZONING AREA RZ-4

SCHEMATIC SITE PLAN RZ-5

CONCEPTUAL RENDERING RZ-6

OVERALL EXISTING & DEMOLITION PLAN C-4.0

EXISTING & DEMOLITION PLAN C-4.1- C-4.3

OVERALL SITE PLAN C-5.0

SITE PLAN C-5.1- C-5.3

PAVEMENT PLAN C-5.4

TRUCK ROUTING PLAN C-5.5

IDLEWILD ROAD AND CONNECTION POINT BLVD INTERSECTION C-5.6

FUTURE ROADWAY DESIGN OVERLAY C-5.7

OVERALL GRADING PLAN C-6.0

GRADING AND DRAINAGE PLAN C-6.1- C-6.3

CONNECTION POINT BLVD PLAN AND PROFILE START TO 17+00 C-6.4

CONNECTION POINT BLVD PLAN AND PROFILE 17+00 TO END C-6.5

LONG AVENUE PLAN AND PROFILE START TO 18+50 C-6.6

LONG AVENUE PLAN AND PROFILE 18+50 TO END C-6.7

ZEUS STREET AND ZEPHYR WIND WAY PLAN AND PROFILE C-6.8

TYPICAL CROSS SECTION C-6.9

LONG AVENUE CROSS SECTIONS C-6.10 - C-6.17

CONNECTION POINT BLVD CROSS SECTIONS C-6.18 - C-6.26

PRE-DEVELOPMENT DRAINAGE MAP C-6.27

POST-DEVELOPMENT DRAINAGE MAP C-6.28

SIGHT DISTANCE PROFILES C-6.29 - C-6.32

OVERALL UTILITY PLAN C-7.0

UTILITY PLAN C-7.1 - C-7.4

OVERALL EROSION CONTROL PLAN PHASE 1 C-8.0

EROSION CONTROL PLAN PHASE I C-8.1-C-8.3

OVERALL EROSION CONTROL PLAN PHASE II C-8.4

EROSION CONTROL PLAN PHASE II C-8.5 - C-8.7

EROSION CONTROL PLAN PHASE III C-8.8

SITE DETAILS C-9.0 - C-9.4

UTILITY DETAILS C-10.0 - C-10.1

STORMWATER DETAILS C-11.0 - C-11.3

EROSION DETAILS C-12.0 - C-12.2

PHOTOMETRIC PLAN C-13.0

PHOTOMETRIC DETAILS C-13.1

OVERALL LANDSCAPE PLAN L-1.0

LANDSCAPE PLAN L-1.1- L-1.3

LANDSCAPE DETAILS L-1.4

AMENITY PLAN L-1.5

MONROE ROAD IMPROVEMENT PLAN R-1.0

LONG & MONROE TRAFFIC CONTROL PLAN R-2.0

ALDI CONCEPT EXTERIOR ELEVATIONS A-1.0

12,600 SF CONCEPT EXTERIOR ELEVATIONS A-2.0

KNOW WHAT'S BELOWALWAYS CALL 811

BEFORE YOU DIGIt's fast. It's free. It's the law.

TM

1927 S. TRYON STREET, SUITE 310CHARLOTTE, NC 28203Phone: (980) 272-3400Fax: (980) 272-3401

NC@BohlerEng.com

NCBELS P-1132

AS NOTEDSD0

C-1.0

COVER SHEET

This

draw

ing an

d/or f

ile ha

s bee

n pre

pare

d by B

ohler

Eng

ineer

ing at

the r

eque

st of

the P

rojec

t Own

er or

his R

epre

senta

tive a

nd is

being

prov

ided s

olely

as a

conv

enien

ce to

the r

ecipi

ent. B

ohler

Eng

ineer

ing m

akes

no re

pres

entat

ion re

gard

ing th

e suit

abilit

y for

the i

ntend

ed us

e by t

he re

cipien

t. Fur

ther,

Bohle

r Eng

ineer

ing m

akes

no re

pres

entat

ion re

gard

ing fit

ness

of th

e elec

tronic

file f

or an

y par

ticula

r pur

pose

, or s

uitab

ility f

or us

e with

any s

oftwa

re or

hard

ware

. It is

the r

ecipi

ent's

oblig

ation

to un

derst

and t

he de

sign i

ntent

and t

o use

this

digita

l data

appr

opria

tely.

REVISIONS

REV DATE COMMENT BY

LOCATION OF SITE

FOR

PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:

SHEET NUMBER:

SHEET TITLE:

PROJECT:

H:\2016\NCC162120\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162120SD0.DWG PRINTED BY: ASCHILLINGER 1.26.18 @ 9:33 AM LAST SAVED BY: ASCHILLINGER

NCC162120SRF/AJS

BWR8/9/17

CONNECTIONPOINT

EASTSIDECONNECTIONS

JV, LLC

MONROE RD & LONG AVECHARLOTTE, NC 28212

MECKLENBURG COUNTY

1 10/11/17 SRFPER CITY OF CLT &NCDOT COMMENTS

2 11/28/17 SRFPER CITY OF CLT &NCDOT COMMENTS

3 1/9/18 SRFPER MECKLENBURGCOUNTY COMMENTS

4 1/25/18 SRFPER CITY OF CLT, CDOT& NCDOT COMMENTS

KNOW WHAT'S BELOWALWAYS CALL 811

BEFORE YOU DIGIt's fast. It's free. It's the law.

TM

1927 S. TRYON STREET, SUITE 310CHARLOTTE, NC 28203Phone: (980) 272-3400Fax: (980) 272-3401

NC@BohlerEng.com

NCBELS P-1132

TM

THE

INFO

RMAT

ION,

DES

IGN

AND

CONT

ENT O

F THI

S PL

AN A

RE P

ROPR

IETA

RY A

ND S

HALL

NOT

BE

COPI

ED O

R US

ED FO

R AN

Y PU

RPOS

E W

ITHOU

T PRI

OR W

RITT

EN A

UTHO

RIZA

TION

FROM

BOH

LER

ENGI

NEER

ING.

ONL

Y AP

PROV

ED, S

IGNE

D AN

D SE

ALED

PLA

NS S

HALL

BE

UTILI

ZED

FOR

CONS

TRUC

TION

PURP

OSES

©

NEW

EN

GLA

ND

UPS

TATE

NEW

YO

RK

NEW

YO

RK,

NY

PHIL

ADEL

PHIA

, PA

LEH

IGH

VAL

LEY,

PA

BALT

IMO

RE,

MD

REH

OBO

TH B

EAC

H, D

EW

ASH

ING

TON

, DC

NO

RTH

ERN

VIR

GIN

IA

RAL

EIG

H, N

CC

ENTR

AL V

IRG

INIA

SOU

THER

N M

ARYL

AND

NO

RTH

ERN

NEW

JER

SEY

SOU

THEA

STER

N, P

A

CH

ARLO

TTE,

NC

BOST

ON

, MA

SOU

THER

N N

EW J

ERSE

Y

NEW

YO

RK

MET

RO

TAM

PA, F

LSO

UTH

FLO

RID

AD

ALLA

S, T

X

ATLA

NTA

, GA

PITT

SBU

RG

H, P

A

TM

SU

ST

AIN

AB

LE

DE

SIG

NL

AN

DS

CA

PE

AR

CH

ITE

CT

UR

ES

ITE

CIV

IL A

ND

CO

NS

UL

TIN

G E

NG

INE

ER

ING

LA

ND

SU

RV

EY

ING

PR

OG

RA

M M

AN

AG

EM

EN

TP

ER

MIT

TIN

G S

ER

VIC

ES

TR

AN

SP

OR

TA

TIO

N S

ER

VIC

ES

2017

BOH

LER

ENGI

NEER

ING

NORTH CAROLINA

REGISTER

EDP R O F E S S I O N A L

ENGINEER

No.31128AN

DR

EW P . M O R

I AR

TY

1/25/18

CONNECTION POINT

ISSUED FORCONSTRUCTION

PROJECT #:

REVISION DATE:

THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES

SIGNATURE DATE SIGNATURE DATE

SIGNATURE DATE

NCC162120

EAST INDEPENDENCE BOULEVARD

(U.S. HIGHWAY 74)

IDLEWILD ROAD

LON

G A

VEN

UE

MONROE ROAD

EX R/W

EX R/W

EX R/W

EX R/W

EX R/W

EX R/W

EX R/W

EX R/W

EX R/W

EX R/W

EX R/W

GROCERY22,245 SQ.FT.

PROTOTYPE V8.0FFE: 750.00

PROP.SUE

PROP.SUE

PARCEL 51.30 AC

PARCEL 60.74 AC

CONNECTION POINT BLVDPARCEL 12.94 AC

PARCEL 22.20 AC

40.00'

178.0

0'

79.33'

24.67

'

NO P

ARKI

NGNO

PAR

KING

COMMERCIAL12,600 SQ.FT.FFE: 755.50

PARCEL 31.29 AC

72.29'

178.76'

OUTPARCEL 10.99 AC

ZEPHYR WIND WAY

ZEUS

STR

EET

OUTPARCEL 31.28 AC

PROP. SUE

PROP. SUE

PROP. SUE

PROP. SUE

PROP.SUE

PROP. SIGNEASEMENT

EXISTINGSIGNALIZED

INTERSECTION

PARCEL 40.85 AC

OUTPARCEL 20.84 AC

PROP. CONNECTIONPOINT BLVD55' PUBLIC R/W

PROP. MONROE RDWIDTH VARIES PUBLICR/W

PROP. MONROE RDWIDTH VARIES PUBLICR/W

PROP. LONGAVENUE 55'PUBLIC R/W

PROP. CONNECTIONPOINT BLVD VARIABLE

WIDTH PUBLIC R/WFUTURE PRIVATE ZEPHYR

WIND WAY EXTENSION

FUTUREPOTENTIALDRIVEWAY

FUTUREPOTENTIALDRIVEWAY

FUTUREPOTENTIALDRIVEWAY

PROP. ZEPHYRWIND WAY

40' PUBLIC R/W

PROP.SUE

PATIO

PROP. MONROE RDWIDTH VARIES

PUBLIC R/W

PROP.SUE

PROP.SUE

PROP.SUE

PROP.SUE

LON

G A

VEN

UE

FUTUREPOTENTIALDRIVEWAY

FUTUREPOTENTIALDRIVEWAY

PROP. CONNECTIONPOINT BLVD WIDTHVARIES PUBLIC R/W

EXISTINGSIGNALIZED

INTERSECTION

PROP. SIGNEASEMENT

PROP. SIGNEASEMENT

PROP. LONG AVENUE55' PUBLIC R/W

PROP. MONROE RDWIDTH VARIESPUBLIC R/W

PROP. CONNECTION POINTBLVD 55' PUBLIC R/W

PROP. LONG AVENUE55' PUBLIC R/W

PROP. LONG AVENUE55' PUBLIC R/W

0.26 A

C55

' PRI

VATE

STR

EET

0.31 AC

55' PRIVATE STREET

ZEPHYR WIND WAY

FUTURE CONNECTION TOJERILYN DRIVE (BY OTHERS)

OUTPARCEL 40.57 AC

PROP. ZEUS STREET55' PRIVATE STREET

PROP. ZEPHYR WIND WAY55' PRIVATE STREET

PROP. ZEUS STREET55' PRIVATE STREET

PROP. ZEPHYR WIND WAY55' PRIVATE STREET

T

G

W30

W30

W30

W30

WV

WV

PROP. 10X70SIGHT DISTANCE(TYP)

PROP. 35X35SIGHT DISTANCE(TYP)

PROP. 35X35SIGHT DISTANCE

(TYP)

PROP. 35X35SIGHT DISTANCE(TYP)

PROP. 10X70SIGHT DISTANCE(TYP)

PROP. 35X35SIGHT DISTANCE(TYP)

PROP. 10X70 SIGHTDISTANCE (TYP)

PROP. 35X35 SIGHTDISTANCE (TYP)

DEVELOPMENT DATA PARCEL 2 NOTES- SEE CITY OF CHARLOTTE NOTES ON SAME SHEET

ZONING MUDD-OZONING PETITION # 2017-016EXISTING SITE ACREAGE 17.00 ACRESTOTAL LOT AREA 2.20 ACRESPROPOSED USE GROCERY

REZONING REQUIRED BY ZONING ORDINANCE PROPOSEDMAXIMUM BUILDING SQUARE FOOTAGE PER ZONING ORDINANCE N/A 22,245 SFMAXIMUM BUILDING HEIGHT (FT) 120 120 29.5'SETBACK/YARDS AND BUFFERS

FRONT - MONROE ROAD PER ZONING ORDINANCE 0 28.4'SIDE - CONNECTION POINT BLVD PER ZONING ORDINANCE 0 73.7'SIDE - PARCEL 3 PER ZONING ORDINANCE 0 158.8'REAR - LONG AVENUE PER ZONING ORDINANCE 0 12.2'

PARKINGREQUIRED OFF STREET PER ZONING ORDINANCE 1 SPACE PER 600 SF = 38 97LONG TERM BIKE PARKING PER ZONING ORDINANCE 1 PER 12,000 SF OR 2 MIN = 2 2SHORT TERM BIKE PARKING PER ZONING ORDINANCE 5% OF AUTO PARKING = 5 6

DEVELOPMENT DATA PARCEL 3 NOTES- SEE CITY OF CHARLOTTE NOTES ON SAME SHEETZONING MUDD-O

ZONING PETITION # 2017-016EXISTING SITE ACREAGE 17.00 ACRESTOTAL LOT AREA 1.29 ACRESPROPOSED USE COMMERCIAL

REZONING REQUIRED BY ZONING ORDINANCE PROPOSEDBUILDING SQUARE FOOTAGE PER ZONING ORDINANCE N/A 12,600 SFMAXIMUM BUILDING HEIGHT (FT) 120 120 34.0'SETBACK/YARDS AND BUFFERS

FRONT - PUBLIC STREET A PER ZONING ORDINANCE 0 173.9'SIDE - PARCEL 4 PER ZONING ORDINANCE 0 7.2'SIDE - PARCEL 2 PER ZONING ORDINANCE 0 14.2'REAR - IDLEWILD ROAD PER ZONING ORDINANCE 0 11.4'

PARKINGREQUIRED OFF STREET PER ZONING ORDINANCE 1 SPACE PER 600 SF = 21 55LONG TERM BIKE PARKING PER ZONING ORDINANCE 1 PER 12,000 SF OR 2 MIN = 2 2SHORT TERM BIKE PARKING PER ZONING ORDINANCE 5% OF AUTO PARKING = 3 3

This

draw

ing an

d/or f

ile ha

s bee

n pre

pare

d by B

ohler

Eng

ineer

ing at

the r

eque

st of

the P

rojec

t Own

er or

his R

epre

senta

tive a

nd is

being

prov

ided s

olely

as a

conv

enien

ce to

the r

ecipi

ent. B

ohler

Eng

ineer

ing m

akes

no re

pres

entat

ion re

gard

ing th

e suit

abilit

y for

the i

ntend

ed us

e by t

he re

cipien

t. Fur

ther,

Bohle

r Eng

ineer

ing m

akes

no re

pres

entat

ion re

gard

ing fit

ness

of th

e elec

tronic

file f

or an

y par

ticula

r pur

pose

, or s

uitab

ility f

or us

e with

any s

oftwa

re or

hard

ware

. It is

the r

ecipi

ent's

oblig

ation

to un

derst

and t

he de

sign i

ntent

and t

o use

this

digita

l data

appr

opria

tely.

REVISIONS

REV DATE COMMENT BY

LOCATION OF SITE

FOR

PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:

SHEET NUMBER:

SHEET TITLE:

PROJECT:

H:\2016\NCC162120\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162120SS0.DWG PRINTED BY: ASCHILLINGER 1.26.18 @ 9:06 AM LAST SAVED BY: ASCHILLINGER

NCC162120SRF/AJS

BWR8/9/17

CONNECTIONPOINT

EASTSIDECONNECTIONS

JV, LLC

MONROE RD & LONG AVECHARLOTTE, NC 28212

MECKLENBURG COUNTY

1 10/11/17 SRFPER CITY OF CLT &NCDOT COMMENTS

2 11/28/17 SRFPER CITY OF CLT &NCDOT COMMENTS

3 1/9/18 SRFPER MECKLENBURGCOUNTY COMMENTS

4 1/25/18 SRFPER CITY OF CLT, CDOT& NCDOT COMMENTS

KNOW WHAT'S BELOWALWAYS CALL 811

BEFORE YOU DIGIt's fast. It's free. It's the law.

TM

1927 S. TRYON STREET, SUITE 310CHARLOTTE, NC 28203Phone: (980) 272-3400Fax: (980) 272-3401

NC@BohlerEng.com

NCBELS P-1132

TM

THE

INFO

RMAT

ION,

DES

IGN

AND

CONT

ENT O

F THI

S PL

AN A

RE P

ROPR

IETA

RY A

ND S

HALL

NOT

BE

COPI

ED O

R US

ED FO

R AN

Y PU

RPOS

E W

ITHOU

T PRI

OR W

RITT

EN A

UTHO

RIZA

TION

FROM

BOH

LER

ENGI

NEER

ING.

ONL

Y AP

PROV

ED, S

IGNE

D AN

D SE

ALED

PLA

NS S

HALL

BE

UTILI

ZED

FOR

CONS

TRUC

TION

PURP

OSES

©

NEW

EN

GLA

ND

UPS

TATE

NEW

YO

RK

NEW

YO

RK,

NY

PHIL

ADEL

PHIA

, PA

LEH

IGH

VAL

LEY,

PA

BALT

IMO

RE,

MD

REH

OBO

TH B

EAC

H, D

EW

ASH

ING

TON

, DC

NO

RTH

ERN

VIR

GIN

IA

RAL

EIG

H, N

CC

ENTR

AL V

IRG

INIA

SOU

THER

N M

ARYL

AND

NO

RTH

ERN

NEW

JER

SEY

SOU

THEA

STER

N, P

A

CH

ARLO

TTE,

NC

BOST

ON

, MA

SOU

THER

N N

EW J

ERSE

Y

NEW

YO

RK

MET

RO

TAM

PA, F

LSO

UTH

FLO

RID

AD

ALLA

S, T

X

ATLA

NTA

, GA

PITT

SBU

RG

H, P

A

TM

SU

ST

AIN

AB

LE

DE

SIG

NL

AN

DS

CA

PE

AR

CH

ITE

CT

UR

ES

ITE

CIV

IL A

ND

CO

NS

UL

TIN

G E

NG

INE

ER

ING

LA

ND

SU

RV

EY

ING

PR

OG

RA

M M

AN

AG

EM

EN

TP

ER

MIT

TIN

G S

ER

VIC

ES

TR

AN

SP

OR

TA

TIO

N S

ER

VIC

ES

2017

BOH

LER

ENGI

NEER

ING

NORTH CAROLINA

REGISTER

EDP R O F E S S I O N A L

ENGINEER

No.31128AN

DR

EW P . M O R

I AR

TY

1/25/18

1"=60'SS0

C-5.0

OVERALLSITE PLAN

1"= 60'

0 60153060

FUTURE PUBLIC R/W

R/W TO BE DEDICATED

LEGEND

PARCEL 2 NOTES:1. ALL CURB SHALL BE BACKFILLED TO THE TOP OF

THE CURB.2. PARKING LOT STRIPING LINE SHALL BE 4" WIDE

WITH MEASUREMENTS ALWAYS TO THE STRIPESCENTERLINE (YELLOW IN COLOR)

3. ALL PARKING SIGNAGE SHALL HAVE A 7-FOOTCLEAR HEIGHT TO AVOID PEDESTRIAN COLLISIONS.

4. GUARDRAIL TO FOLLOW STATE DEPARTMENT OFTRANSPORTATION GUIDELINES FOR ALLREQUIREMENTS, DETAILS, AND STANDARDS.

GENERAL NOTES1. DEVELOPER/APPLICANT:

EASTSIDE CONNECTIONS JV, LLC4310 PARK ROAD, SUITE 101CHARLOTTE, NC 28209CONTACT: JENSIE TEAGUEPHONE: (704) 343-2828

2. THIS PLAN IS BASED UPON THE FOLLOWING:

JAMES MAUNEY & ASSOCIATES. P.A.PROFESSIONAL SURVEYORS"READ TULL, JR. AND OTHERS EAST INDEPENDENCE BOULEVARD,IDLEWILD ROAD AND MONROE ROADCITY OF CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA"DATED: 11/28/16REVISED: 8/15/17JOB NUMBER: 6440

3. EX. SITE INFORMATION

OWNER: TULL BROS LLC ADDRESS: 6031 MONROE RD

CHARLOTTE, NORTH CAROLINA 28212 PARCEL NUMBER: 163-03-224

AREA: 0.41 ACRES

OWNER: TULL R READ & CHARLES & TULL WIFE & C/0 READ TULL JRADDRESS: 6113 IDLEWILD RD

CHARLOTTE, NORTH CAROLINA 28212 PARCEL NUMBER: 163-03-238

AREA: 1.29 ACRES

OWNER: TULL R READ & TULL CHARLES & C/0 READ TULL JR WIFEADDRESS: 6103 IDLEWILD RD & 6105 IDLEWILD RD

CHARLOTTE, NORTH CAROLINA 28212 PARCEL NUMBER: 163-03-243

AREA: 3.30 ACRES

OWNER: R READ & CHAS TULLADDRESS: 6103 IDLEWILD RDCHARLOTTE, NORTH CAROLINA 28212PARCEL NUMBER:163-03-245AREA: 4.17 ACRES

OWNER: R READ & CHAS TULLADDRESS: 6101 IDLEWILD RDCHARLOTTE, NORTH CAROLINA 28212PARCEL NUMBER: 163-03-244AREA: 1.32 ACRES

OWNER:R READ TULL & PHYLLIS B TULLADDRESS:CHARLOTTE, NORTH CAROLINA 28212PARCEL NUMBER: 163-03-223AREA: 0.85

OWNER: R READ TULLADDRESS: 5438 E INDEPENDENCE BV & 5340 E INDEPENDENCE BVCHARLOTTE, NORTH CAROLINA 28212PARCEL NUMBER: 163-03-235AREA: 4.15 ACRES

OWNER:R READ TULL, CHARLES W TULL & PHYLLIS B TULLADDRESS: 5226 E INDEPENDENCE BVCHARLOTTE, NORTH CAROLINA 28212PARCEL NUMBER: 163-03-229AREA: 1.16 ACRES

OWNER: R R & CW & WS TULLADDRESS: 5516 E INDEPENDENCE BVCHARLOTTE, NORTH CAROLINA 28212PARCEL NUMBER: 163-03-234AREA: 0.14 ACRES

4. PROPOSED SITE INFORMATION

OWNER: EASTSIDE CONNECTIONS JV, LLC ADDRESS: MONROE ROAD AND LONG AVENUE

CHARLOTTE, NORTH CAROLINA 28212MECKLENBURG COUNTYPARCEL NUMBER: 163-03-224, 163-03-238, 163-03-243,163-03-245, 163-03-244, 163-03-223, 163-03-235, 163-03-229,163-03-234AREA: 13.55 ACRES

EXISTING ZONING: B-1(CD), B-2, O-1, O-2 AND R-4.

PROPOSED ZONING: MUDD-O AND NS (MIXED USE AND NEIGHBORING SERVICES)

5. SITE SIZES AND COVERAGE

SITE ACREAGE: 13.55 AC TOTAL BUILDING AREA: 34,845 S.F.

DEDICATION: 3.45 ACRESDONATED ROAD IMPERVIOUS: 2.40 ACRESPRE-DEVELOPMENT IMPERVIOUS AREA - 65.02% (8.57 AC)POST-DEVELOPMENT IMPERVIOUS AREA - 81.32% ( 11.02 AC)

CITY OF CHARLOTTE NOTES:1. NON-STANDARD ITEMS(IE: PAVERS,IRRIGATION SYSTEMS,ETC.) IN THE RIGHT-OF-WAY

REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTEDEPARTMENT OF TRANSPORTATION/ NORTH CAROLINA DEPARTMENT OFTRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINEDSTREETS, CONTACT CDOT AT (704)336-3888.

2. ANY WORK WITHIN THE CITY'S /W THAT REQUIRES CLOSURE OF A SIDEWALK ORTRAVEL LANE MUST BE APPROVED BY CDOT AND WILL REQUIRE A R/W USE PERMITOR R/W LEASE DEPENDING UPON THE PROPOSED DURATION OF CLOSURE. THESEAPPROVALS ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATEDWITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT CDOT AT (704)432-1562 AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTSLESS THAT 30 DAYS. CONTRACTOR SHALL CONTACT CDOT AT (704) 336-8648 AS SOONAS POSSIBLE FOR IMPACTS GREATER THEN 30 DAYS. EVERY E3FFORT SHALL BEMADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS ANDPEDESTRIANS.

3. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OFTRANSPORTATION (GUS JORDI 704-336-7086)TO IDENTIFY ANY CONFLICTS WITHTRAFFIC SIGNALIZATION EQUIPMENT. 60-90 DAYS WILL BE REQUIRED TOCOORDINATED RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATEDRELOCATION COSTAND.OR ANY REPAIR COST CAUSED BY THECONTRACTOR.DEVELOPER.

4. DEVELOPER TO CONTACT CDOT (ANTHONY MENDEZ 704-336-4971) DURING STIE PLANPREPARATIONS TO DISCUSS STREET LIGHTING REQUIREMENTS, IF ANY, FOR THISPROJECT. COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TODETERMINE LIGHTING LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FORINSTALLATION.

5. SPECIALTY SAW-CUT JOINTS ARE TO BE PERFORMED WITHIN THE 12' MULTI-USEPATH ALONG IDLEWILD ROAD AND MONROE ROAD.

6. THE RELOCATION OF GUY WIRES WILL BE REQUIRED FOR ALL EXISTING POLES TONOT ALLOW CONFLICT WITH THE PROPOSED SIDEWALK/MULTI-USE PATH LOCATIONS.

PCCO EASEMENT NOTES:1. THE PURPOSE OF THE POST CONSTRUCTION CONTROLS EASEMENT

(PCCE) IS TO PROVIDE STROMWATER CONVEYANCE AND FOR THECONTROL AND TREATMENT OF STORMWATER RUNOFF. BUILDINGSOR ANY OTHER OBJECTS WITCH IMPEDE STROMWATER FLOW,SYSTEM PERFORMANCE OR SYSTEM MAINTENANCE AREPROHIBITED. THIS EASEMENT ALSO PROVIDES FOR UNLIMITEDACCESS FOR INSPECTION AND MAINTENANCE PURPOSES TO BEPERFORMED ON THE BMP AS REQUIRED BY THE CITY OFCHARLOTTE'S STORMWATER ORDINANCE POST CONSTRUCTIONCONTROLS REGULATIONS.

SEE SHEET C-9.4FOR TRAFFICCONTROLS FORMAKING THEDRIVEWAYCONNECTIONS

SEE SHEET C-9.4FOR TRAFFIC

CONTROLS FORMAKING THE

DRIVEWAYCONNECTIONS

SEE SHEET C-9.4 FOR TRAFFICCONTROLS FOR MAKING THE

DRIVEWAY CONNECTIONS; DRIVEWAYINSTALLATION AND MEDIAN

EXTENSION CONNOT OCCURCONCURRENTLY.

- ANY PARCEL ZONED MUDD-0 REQUIRES 14' SETBACK FROM BOC, WHICH IS LOCATED IN THE ROW. THEREFORE THESETBACK IS THE ROW LINE.

- ANY PARCEL ZONED MUDD-0 REQUIRES 14' SETBACK FROM BOC, WHICH IS LOCATED IN THE ROW. THEREFORE THE SETBACK IS THE ROW LINE.

LON

G A

VEN

UE

MONROEROAD

IDLEWILD ROAD

EX R/W

EX R/W

GROCERY22,245 SQ.FT.

PROTOTYPE V8.0FFE: 750.00

PROP. SUE

PROP. SUE

PARCEL 51.30 AC

7.5' 18' 25' 10' 9'

30'

6'18

'25

'18

.5'18

.5'25

'18

.5'18

.5'25

'18

'

9'

25'18'

9'

6'

6'

10'

5'8'

8'8'

8'5'

8'

9'

CONNECTION POINT BLVD

PARCEL 22.20 AC

26.48'

40.00'

178.0

0'

PROP. GROCERYMONUMENT SIGN

79.33'

24.67

'

8.03'

18'

9'

9'

9'

158.93'

28.41

'

15.19'

5.5' 18' 13' 25'

NO P

ARKI

NGNO

PAR

KING

23'

10'

10'

26'

17'

24'

37'

24'

17'

9'

9'

9'

9'

17'

9'

COMMERCIAL12,600 SQ.FT.FFE: 755.50

PARCEL 31.29 AC

72.29'

178.76'

357'

R

5'R5'R

5'R 5'R

5'R5'R

5'R

5'R

5'R

5'R

5'R

64'R

5'R

5'R

20'R

5'R

5'R

8.5'R

5'R

5'R

5'R

5'R

5'R

3'R

9'R

5'R

5'R

25'R

5'R

400'

R

5'R

15'R

5'R5'R

357'

R5'R

5'R

8.5'R

5'R5'R

5'R

2'R

5'R

8.5'R

17'

9.5'

10'R

8.5'R

5'R

15'R

5'R

5'R

5'R

5'R

8.5'R

5'R

5'R

312'R

3'R

3'R

24'

8.5'R

8' 5' 8'8'

8'8'

ZEPHYR WIND WAY

STM20

PROP. SUE

2

12'

6'

12'

PROP. SUE

29

15

40

45

5

10

STM20

STM20

12

20

288'R

8.5'R

20'R

412'R

20'

PROP. SUE

PROP. SUE

6

35'R

8.5'R

40'R

39.5'

R

288'R

8.5'R

1615

5

40'R

3

40'R

5

149

6

25'R

39.5'

R

15.5'

R

451.7'R

PROP. SIGNEASEMENT

5

4

6

8 8

14

10

6

20'

5'R

5'R

5'R

9' INSIDE DIM

10' OUTSIDE DIM

5'R

10'R

PARCEL 40.85 AC

2.5'

PROP. CONNECTIONPOINT BLVD

55' PUBLIC R/W

PROP. MONROERD WIDTH VARIESPUBLIC R/W

PROP.CONNECTIONPOINT BLVD 55'PUBLIC R/W

PROP. 12"WIDE SAWCUT

8'

1' 6' 6' 1'

24'

55'

1'6'

8'2.5

'8'

1'

CLDSM : U-04 MODIFIED

SPEED LIMIT: 25 MPH

CDOT PUBLIC R/W WIDTH VARIES

35'R

35'R

8' 2.5'

24'8'8'

12'

12'

46.11

'

10'R

15'R

15'R 10'R

5'R

PROP. SUE

PATIO

PROP. MONROERD WIDTH VARIES

PUBLIC R/W

300'R

FUTUREPOTENTIALDRIVEWAY

FUTUREPOTENTIALDRIVEWAY

10'10'

6'

2.5' 8'

20'2.5'

EXISTING SIGNALIZEDINTERSECTION

PROP. SIGNEASEMENT

18'9.8'

PCCE20

PCCEVAR

PCCEVAR

16.1'

PCCEVAR

PROP. LONG AVENUE 55' PUBLIC R/W

PROP. MONROE RD WIDTHVARIES PUBLIC R/W

PROP. CONNECTION POINTBLVD 55' PUBLIC R/W

PROP. CONNECTION POINTBLVD 55' PUBLIC R/W

PROP. LONG AVENUE55' PUBLIC R/W

5.6'

5.7'

6'

5'R

3'R

17'

2'R

2'R

6'

0.31 AC

55' PRIVATE STREET

12'

5'

12'

12'

5'

6'

5' 5'

6'

5'5'

6'

6'

5'

5'

5'

5'

5'

6'

12'

6'

10'R

11.92'

2.5'

PROP. ZEPHYR WIND WAY55' PRIVATE STREET

20'

14'

14'

PROP. ZEPHYR WIND WAY55' PRIVATE STREET

1'

1'

6'

2020

40

9

14

40

42

7

8

6

12

14

PROP. LIMITS OF ALDI GC WORK

5

20

49

44

52

22

2

2

2

2

2

3

3

3

3

3

3

3

4

2

4

5

55

5

5 5

5

5

5

5

7

7 7

78

8

8

8

8

99

9

9

99

10

10

11

11

11

11

11

11

12

12

13

14

35

14 14

14

32

16

20

20

20

20

20

20

11

20

20

24

28

27

2828

54

55'

30

31

62

37

38

15

40

41

44

4346

47

55

23

24

55

56

9

56

11

11

10

14

11

14

57

9

11

14

20

20

20

20

22

20

15

50

23

50

42

45

43

51

51

53

54

54

55

55

24

57

58

3

3

3

33

59

26

33

54

6335

20

20

20

20

20

2020

65

65

PROP. TYPE III DRIVEWAY W/ 4' TROUGHGUTTER PER CLDSM STD. 10.28

8

38

7

61

58

26

64

64

62

61

61

PROP. CROSSWALK PERNCDOT STD. 1205.01

12

12

39

61

61

12

11

7

26

PROP. CURBLINE ADJUSTMENT;SEE SHEET C-6.1

20

22

PROP. CURBAND GUTTER(STD 848.01 2'-6")

20

2024

PROP. CURBAND GUTTER(STD 848.01 2'-6")

7

7

61

3

62

20

20

62

55'

1' 6' 8' 2.5' 20' 2.5' 8' 6' 1'

55'

3

3

3 3

3

3

3

3

61

T

W30

W30

W30

W30

W30

MONROEROAD

EX R/W

LODLODLODLOD

LOD LOD LOD LOD

25'R

PROP. 12"WIDE SAWCUT

PROP. LONG AVENUE 55' PUBLIC R/W

12'

LODLOD

LOD

LOD

LOD

14'

6335

PROP. TYPE III DRIVEWAY W/ 4' TROUGHGUTTER PER CLDSM STD. 10.28

64

3

This

draw

ing an

d/or f

ile ha

s bee

n pre

pare

d by B

ohler

Eng

ineer

ing at

the r

eque

st of

the P

rojec

t Own

er or

his R

epre

senta

tive a

nd is

being

prov

ided s

olely

as a

conv

enien

ce to

the r

ecipi

ent. B

ohler

Eng

ineer

ing m

akes

no re

pres

entat

ion re

gard

ing th

e suit

abilit

y for

the i

ntend

ed us

e by t

he re

cipien

t. Fur

ther,

Bohle

r Eng

ineer

ing m

akes

no re

pres

entat

ion re

gard

ing fit

ness

of th

e elec

tronic

file f

or an

y par

ticula

r pur

pose

, or s

uitab

ility f

or us

e with

any s

oftwa

re or

hard

ware

. It is

the r

ecipi

ent's

oblig

ation

to un

derst

and t

he de

sign i

ntent

and t

o use

this

digita

l data

appr

opria

tely.

REVISIONS

REV DATE COMMENT BY

LOCATION OF SITE

FOR

PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:

SHEET NUMBER:

SHEET TITLE:

PROJECT:

H:\2016\NCC162120\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC162120SS0.DWG PRINTED BY: ASCHILLINGER 1.26.18 @ 9:03 AM LAST SAVED BY: ASCHILLINGER

NCC162120SRF/AJS

BWR8/9/17

CONNECTIONPOINT

EASTSIDECONNECTIONS

JV, LLC

MONROE RD & LONG AVECHARLOTTE, NC 28212

MECKLENBURG COUNTY

1 10/11/17 SRFPER CITY OF CLT &NCDOT COMMENTS

2 11/28/17 SRFPER CITY OF CLT &NCDOT COMMENTS

3 1/9/18 SRFPER MECKLENBURGCOUNTY COMMENTS

4 1/25/18 SRFPER CITY OF CLT, CDOT& NCDOT COMMENTS

KNOW WHAT'S BELOWALWAYS CALL 811

BEFORE YOU DIGIt's fast. It's free. It's the law.

TM

1927 S. TRYON STREET, SUITE 310CHARLOTTE, NC 28203Phone: (980) 272-3400Fax: (980) 272-3401

NC@BohlerEng.com

NCBELS P-1132

TM

THE

INFO

RMAT

ION,

DES

IGN

AND

CONT

ENT O

F THI

S PL

AN A

RE P

ROPR

IETA

RY A

ND S

HALL

NOT

BE

COPI

ED O

R US

ED FO

R AN

Y PU

RPOS

E W

ITHOU

T PRI

OR W

RITT

EN A

UTHO

RIZA

TION

FROM

BOH

LER

ENGI

NEER

ING.

ONL

Y AP

PROV

ED, S

IGNE

D AN

D SE

ALED

PLA

NS S

HALL

BE

UTILI

ZED

FOR

CONS

TRUC

TION

PURP

OSES

©

NEW

EN

GLA

ND

UPS

TATE

NEW

YO

RK

NEW

YO

RK,

NY

PHIL

ADEL

PHIA

, PA

LEH

IGH

VAL

LEY,

PA

BALT

IMO

RE,

MD

REH

OBO

TH B

EAC

H, D

EW

ASH

ING

TON

, DC

NO

RTH

ERN

VIR

GIN

IA

RAL

EIG

H, N

CC

ENTR

AL V

IRG

INIA

SOU

THER

N M

ARYL

AND

NO

RTH

ERN

NEW

JER

SEY

SOU

THEA

STER

N, P

A

CH

ARLO

TTE,

NC

BOST

ON

, MA

SOU

THER

N N

EW J

ERSE

Y

NEW

YO

RK

MET

RO

TAM

PA, F

LSO

UTH

FLO

RID

AD

ALLA

S, T

X

ATLA

NTA

, GA

PITT

SBU

RG

H, P

A

TM

SU

ST

AIN

AB

LE

DE

SIG

NL

AN

DS

CA

PE

AR

CH

ITE

CT

UR

ES

ITE

CIV

IL A

ND

CO

NS

UL

TIN

G E

NG

INE

ER

ING

LA

ND

SU

RV

EY

ING

PR

OG

RA

M M

AN

AG

EM

EN

TP

ER

MIT

TIN

G S

ER

VIC

ES

TR

AN

SP

OR

TA

TIO

N S

ER

VIC

ES

2017

BOH

LER

ENGI

NEER

ING

NORTH CAROLINA

REGISTER

EDP R O F E S S I O N A L

ENGINEER

No.31128AN

DR

EW P . M O R

I AR

TY

1/25/18

1"=30'SS0

C-5.1

SITEPLAN

1"= 30'

0 307.51530

SITE KEYNOTESPROPOSED CART CORRALS

PROPOSED ADA PARKING SIGN MOUNTED ON THE BUILDING

PROPOSED STRIPING (TYP.)

PROPOSED ADA SYMBOL (TYP.)

PROPOSED STOP SIGN AND STOP BAR

PROPOSED DIRECTIONAL MARKINGS

PROPOSED 18" CURB AND GUTTER

PROPOSED ADA COMPLIANT CURB RAMP (TYP.)

PROPOSED CONCRETE SIDEWALK (WIDTH VARIES)

PROPOSED DEPRESSED CURB

PROPOSED DUMPSTER PAD

PROPOSED SITE LIGHT

1

2

3

4

5

6

7

8

9

10

11

14

12

13

PROPOSED CONCRETE BOLLARD (TYP.)

PROPOSED PICK UP AND DROP OFF STRIPING

PROPOSED 4' BLACK CHAIN LINK FENCE15

PROPOSED RETAINING WALL WITH SAFETY RAIL (BY OTHERS)16

PROPOSED STOP SIGN AND BAR17

LIMITS OF BURIED FOUNDATION18

LIMITS OF EXPOSED FOUNDATION19

PROPOSED CURB INLET20

21 PROPOSED PAD MOUNTED TRANSFORMER PAD

22 PROPOSED FIRE HYDRANT

23

24

PROPOSED SANITARY CLEAN OUT

25

PROPOSED SANITARY MANHOLE

26

PROPOSED GREASE TRAP

27

PROPOSED STORMWATER MANHOLE

28

PROPOSED GRATE INLET

29

PROPOSED PEDESTRIAN CROSSING STRIPING

30

31

32

33

34

PROPOSED FDC (SEE ARCHITECTURAL PLANS)

35

36

PROPOSED GROCERY EXIT DOOR AND STEPS(NUMBER OF STEPS TO BE VERIFIED BY CONTRACTOR)

PROPOSED RETAINING WALL W/ HANDRAIL

PROPOSED HEADWALL

PROPOSED RIP RAP

PROPOSED OFFSET CATCH BASIN

PROPOSED 6'X6' STORMWATER JUNCTION BOX

PROPOSED RELOCATED TELEPHONE STRUCTURE

37 PROPOSED GUARDRAIL

38 PROPOSED LIMITS OF DRY DETENTION BASIN

39 PROPOSED STORMWATER OUTLET STRUCTURE

40 LIMITS OF GROCERY GENERAL CONTRACTOR WORK

41 PROPOSED CONCRETE IN TRUCK DOCK BY GROCERY

42 PROPOSED METER BOX (SEE SHEET C-7.4 FOR MOREINFORMATION)

43 PROPOSED ABOVE GROUND DOMESTIC BACKFLOW (SEESHEET C-7.4 FOR MORE INFORMATION)

44 PROPOSED DETECTOR ASSEMBLY (SEE SHEET C-7.4 FORMORE INFORMATION)

45 PROPOSED ABOVE GROUND FIRE BACKFLOW (SEE SHEETC-7.4 FOR MORE INFORMATION)

46 PROPOSED TRANSFORMER PAD

47 PROPOSED COMMUNITY PARKLET (SEE SHEET L-1.5)

48 PROPOSED LOADING ZONE STRIPING

49 PROPOSED RELOCATED STREET SIGN

50 PROPOSED RELOCATED BUS STOP AND BUS SIGN (60.04A)

51 PROPOSED MONOLITHIC SIDEWALK

52 PROPOSED MEDIAN (BY DRG, SEE SHEET R-1.0)

53 PROPOSED POTENTIAL DRIVE-THRU PICK UP WINDOW

54 PROPOSED TYPE II MODIFIED DRIVEWAY

55 PROPOSED 36" RISER FOR MAINTENANCEACCESS (SEE SHEET C-11.3)

56 PROPOSED BOLLARD MOUNTED ADA PARKINGSIGN

57 PROPOSED LIMITS OF MONOLITHIC CURB

58 PROPOSED CENTER MONUMENT SIGN

59 PROPOSED TRASH ENCLOSURE

60 PROPOSED INLET CONVERTED TOTRAFFIC RATED INLET

61

62 PROPOSED SHORT TERM AND LONGTERM BIKE PARKING

63 PROPOSED STOP SIGN (R1-1) AND 24"WHITE STOP BAR

PROPOSED STEPS/RAMP WITH HANDRAIL

64 PROPOSED RESIDENTIAL TYPE I DRIVEWAY

65 RELOCATED UTILITY FEATURE

66 RELOCATED PEDESTRIAN SIGNAL

67 CONCRETE MEDIAN (NCDOT STD. 852.01)

MA

TC

HL

INE

- SH

EE

T C

-5.2

MATCHLINE - SHEET C-5.3

STORM DRAIN

SANITARY SEWER

WATER

SIGHT DISTANCE

PROPOSED EASEMENT LEGEND *

COMMON SHARED

INGRESS-EGRESS

PUBLIC ACCESS

PUBLIC UTILITY PU

IE

CSE

PADIM

W

SS

STM

DIM

DIM

DIM

DIM

DIM

DIM

-VAR VARIABLE WIDTH S

SIDIM

* DIM IS THE TOTAL WIDTH OF THE EASEMENT

POST-CONSTRUCTION PCCEDIM EASEMENT

MA

TC

HL

INE

- SA

ME

SH

EE

T

MA

TC

HL

INE

- SA

ME

SH

EE

T

FUTURE PUBLIC R/W

R/W TO BE DEDICATED

LEGENDNOTE:1. SEE SHEET C-6.9

FOR ALL TYPICALCROSS-SECTIONS.

NON-EMERGENCYEXIT

THE STORE INCORPORATES ANINTERNAL BOX / RECYCLING TRASH

COMPACTOR AND PROVIDESINTERNAL STORAGE SPACE FORRECYCLED BOXES THAT EQUALS

THE ENCLOSED AREA

PROP. WATER TIGHTMANHOLE COVER

PROP. WATER TIGHTMANHOLE COVER