BRAGG ST

S STATE ST

GREG

G ST

HOLM

ES S

T

MARTIN LUTHER KING JR BLVD

QUAR

RY ST

CHAV

IS WA

Y

HAYW

OOD

STPAGE ST

SPAU

LDIN

G ST

CRYS

TAL B

LUFF

LN

SIX OAKS LN

DOROTHY SANDERS WAY

SHADES PL

SAGACITY DR

Zoning:CAC:

Drainage Basin:Acreage:

Number of Lots:

RX-3South CentralWalnut Creek4.002

0 600300 Feet

Planner:Phone:

Applicant:Phone:

Daniel Stegall(919) 996-2712David Blevins(919) 847-8300

¯1025 GREGG STREET SUBDIVISIONS-47-2017 !

GR

EG

G S

TR

EE

T

CONTROL CORNER

LEGEND:

CONTACTS

COVER & EXISTING

CONDITIONS SHEET

20 0 20

GRAPHIC SCALE: 1 INCH = 20 FEET

40

1" = 20'

10

1

VICINITY MAP

P r o f e s s i o n a l E n g i n e e r i n g C o n s u l t a n t sORIGINAL DATE: 07-31-17

LATEST REVISION DATE: 09-07-17

PROJECT NO.: 17-137

SCALE:

REVISIONS

SHEET

NO.

OF

2244 West Millbrook Road, Raleigh, NC 27609P. O. Box 17705, Raleigh, NC 27619www.d-e-inc.com

Phone: 919-847-8300

NORTH CAROLINARALEIGHFax: 919-847-2130

E-mail: Off ice@d-e-inc.com

ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY

OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS

F I N A L P L A N - N O T F O R C O N S T R U C T I O N

1025 GREGG STREET

SUBDIVISION

1. 09-07-17 REVISED PER CITY OF RALEIGH 1st REVIEW COMMENTS. 1

1025 GREGG STREET, RALEIGH, NORTH CAROLINA 27601

1025 GREGG STREET SUBDIVISION(PROPOSED 2 SINGLE FAMILY LOTS)

PRELIMINARY SUBDIVISION PLAN APPLICATION

SP

AU

LD

IN

G S

TR

EE

T

S-47-17 TRN# 524004

DEMOLITION NOTES:

FEMA NOTE:

SURVEY INFORMATION

SITE

VICINITY MAP

SHEET INDEX

CALL BEFORE

YOU DIG.

11

1

Z:\PRO

JECTS\17137 1025 G

regg St. Subdivision - Raleigh\3-D

WG

\17-137 BM

- SH

EETS 1-2.dw

g, C1 CO

VER &

EXISTIN

G, 9/6/2017 3:22:58 PM

, Brian, D

WG

To PD

F.pc3, ARCH

full bleed D

(36.00 x 24.00 Inches), 1:1

GR

EG

G S

TR

EE

T

CONTROL CORNER

LEGEND:

UTILITY NOTES:GENERAL NOTES:

PROPOSED SUBDIVISION PLAN

20 0 20

GRAPHIC SCALE: 1 INCH = 20 FEET

40

1" = 20'

10

2P r o f e s s i o n a l E n g i n e e r i n g C o n s u l t a n t sORIGINAL DATE: 07-31-17

LATEST REVISION DATE: 09-07-17

PROJECT NO.: 17-137

SCALE:

REVISIONS

SHEET

NO.

OF

2244 West Millbrook Road, Raleigh, NC 27609P. O. Box 17705, Raleigh, NC 27619www.d-e-inc.com

Phone: 919-847-8300

NORTH CAROLINARALEIGHFax: 919-847-2130

E-mail: Off ice@d-e-inc.com

ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY

OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS

F I N A L P L A N - N O T F O R C O N S T R U C T I O N

1025 GREGG STREET

SUBDIVISION

1. 09-07-17 REVISED PER CITY OF RALEIGH 1st REVIEW COMMENTS. 1

CONTRACTOR NOTES:

SITE DATA TABLE

24"

7"

6"

6"

6"

3"

3"

POINT

GRADE

6'6' 2.5' 11'

27' B-B

55' PUBLIC R/W

2.5'

5' GENERAL

UTILITY

PLACEMENT

EASEMENT

14' 14'

11'2'6'

SIDEWALK

NEIGHBORHOOD YIELD STREET

1/4"/FT

1/4"/FT

1/4"/FT

1/4"/FT

2'6'

L

C

2

:

1

M

A

X

.

2

:

1

M

A

X

.

2

:

1

M

A

X

.

2

:

1

M

A

X

.

TREE/

LAWN

TREE/

LAWN

SIDEWALK

STANDARD 30" CURB & GUTTER

CALL BEFORE

YOU DIG.

5' GENERAL

UTILITY

PLACEMENT

EASEMENT

GENERAL

PLANTING TYPE

TREE SPACING

TREE/LAWN

40' O.C. AVG

SIDEWALK

PARKING TYPE

WALKWAY TYPE

INTERNAL STREETS

NEIGHBORHOOD

YIELD STREET

PARALLEL / STAGGERED

PAVEMENT DESIGN 3" SF9.5A

8" ABC

CITY OF RALEIGH DETAIL: T-10.10

* SEE PAVEMENT

SECTION NOTES.

SOLID WASTE INSPECTIONS STATEMENT:

TYPICAL TRENCH BOTTOM DIMENSIONS

FOR SDR 35 PVC GRAVITY PIPE

ABB 4-6-04D.H.L. 6/18/08

CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES

STANDARD 3/4" & 1"WATER SERVICE INSTALLATION

DWG. NO.W-23

REVISIONS DATE REVISIONS

NO

TES:

1. W

ATE

R M

ETER

AS M

ANUFA

CTU

RED

BY

SEN

SUS, O

R S

CHLU

MBER

GER

. 2

. D

IREC

T TA

P ALL

OW

ED O

N M

AIN

S N

O L

ARG

ER T

HAN 1

6" L

INE,

3. M

ETER

BO

X TO

BE

LOCATE

D IN

R/W

AD

JACEN

T TO

PRO

PERTY

OR IN

APP

RO

VED

EASEM

ENT

AD

JACEN

T TO

R/W

.4. W

HEN

THE

GRAD

E CHANG

ES O

N E

XISTI

NG

SER

VIC

ES, A

CO

PPER

RES

ETTE

R C

AN B

EUSED

TO

AD

JUST

TO G

RAD

E. C

OPP

ER R

ESET

TERS A

RE

PRO

HIB

ITED

ON N

EW S

ERVIC

ES.

5. CURB S

TOP

BO

X SHALL

HAVE

PLUG

STY

LE L

ID W

ITH P

ENTA

GO

N B

OLT

, 1-1

/4" S

TEEL

UPP

ER S

ECTI

ON, AND

ARCH S

TYLE

BASE.

STE

EL S

TATI

ONARY

RO

D T

O B

E PR

OVID

ED F

OR

CURB S

TOP

OPE

RATI

ON.

CO

NCRET

E BRIC

KUND

ER C

ORPO

RATI

ON

CO

CK

FOR S

UPP

ORT

CO

RPO

RATI

ON C

OCK

MAIN

BRASS C

URB S

TOP

45

BACKF

ILL,

TA

MPE

DIN

6" L

IFTS

3" #

67 S

TONE

LOCKA

BLE

VALV

E

TO

P O

F VALV

E NEE

DS

TO BE

12"

BEN

EATH

TOP

OF

MET

ER B

OX

LID

.

SID

EWALK

RO

AD

WAY

CURB S

TOP

BO

X

12"

SEE

DET

AIL

W-2

5FO

R M

ETER

BO

X

PLUG

LO

CK5/8

" MET

ERD

UAL

CHEC

KVALV

EBACKF

LOW

PRE-

VEN

TIO

ND

EVIC

E

STA

ND

ARD

3/4

"O

R 1

"SER

VIC

ESIZ

E

UND

ISTU

RBED

SO

IL

3' T

YPE

K SO

FTCO

PPER

, CRIM

PSER

VIC

E AT

END

5/8

"x 1

2" C

OPP

ERSET

TER M

ETER

YO

KE

SET

BO

X O

NCO

NCRET

EBLO

CKS

3/4

" OR 1

" TYP

E "K

"SO

FT C

OPP

ER P

IPE,

NO

JO

INTS

OR

CO

UPL

ING

S

PLANT LIST:

PLANTING CALCULATIONS:

····

SP

AU

LD

IN

G

S

TR

EE

T

SHRUB PLANTING

TREE PLANTING

SECTION A-A

SID

EW

ALK

A

SIDEWALK

W

L

CURB

VAR. UP TO 25' MAX

EXP. JOINT

R/W

A

P

(TYP.)

SEE SIDEWALK ACCESS

1/2" EXPANSION JOINT

EXP. JOINT

DUMMY JOINT

1/2" EXPANSION JOINT

DRIVEWAY APRON

MONOLITHIC POUR

GUTTER

6"

MA

X. S

LO

PE

1/4

"-1'

GUTTER

DUMMY JOINT

CITY OF RALEIGHREVISIONS

1/2

" E

XP

AN

SIO

N J

OIN

T

DATE: 9/1/13

DRIVEWAY ANDSIDEWALK DETAIL

GRASS AREA

20' MIN.

NOT TO SCALE

7"

6.5'

2'

NOTES:

1. WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE FINAL LAYER

OF ASPHALT HAS BEEN PLACED, THE CURB CAN BE SAW CUT IN A

STRAIGHT LINE AND REMOVED. IF THE FINAL LAYER HAS NOT BEEN PLACED,

THE ENTIRE CURB AND GUTTER SHALL BE REMOVED AND THE DRIVEWAY

SHALL BE A MONOLITHIC POUR USING 3000 PSI ,MAX. 4" SLUMP CONCRETE.

2. EXPANSION MATERIAL SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

1/2" EXPANSION JOINTS ALONG SIDEWALK SHALL BE LOCATED AT NOT MORE THAN 40'

JOINTS SHALL BE AT LEAST 1/3 THE SLAB THICKNESS IN DEPTH.

3. SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB & SIDEWALK SHALL BE 1/4" PER FT.

36' MAXIMUM FOR COMMERCIAL DRIVEWAYS

BEGINNING OF THE DRIVEWAY RADIUS SHOULD BE MINIMUM OF 20 FT.

ADJOINING PROP. FRONTAGE. THIS IS DETERMINED BY EXTENDING

A LINE FROM THE PROPERTY CORNER PERPENDICULAR TO THE R/W

TO THE CURB AND GUTTER LOCATION.

DUMMY JOINT

6'

6'

6'

6'

(SEE NOTE 6.)

(SEE NOTE 7.)

(SEE NOTE 8.)

(SEE NOTE 5)

(SEE NOTE 7.)

3.5' RAD

EXPANSION JOINT

T-10.01.2

7.5"

RAMP DETAIL T-20.01.1

6'

4. NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS IN ROW.

5. W-DIMENSION AS SHOWN ON PLAN VIEW SHALL BE AS FOLLOWS:

10' MINIMUM - 24' MAXIMUM FOR RESIDENTIAL DRIVEWAYS

6.THE DISTANCE FROM THE END OF A STREET CURB RADIUS TO THE

7. CURB RADIUS TO BE DISSIPATED BETWEEN LIMITS NOTED ABOVE.

8. 7' MIN. BETWEEN DRIVEWAYS ON ADJACENT LOTS.

45' MIN. BETWEEN DRIVEWAYS ON SAME LOT.

9. NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN

10. ALL CONCRETE MUST BE POURED ON SAME DAY AS INSPECTION

OR RE-INSPECTION IS REQUIRED.

INTERVALS & DUMMY CONSTRUCTION JOINTS AT 6' INTERVALS. DUMMY

1/2"

EXPANSION

JOINT

PUBLIC WORKS DEPARTMENT

1

1

1

1

1

1

Z:\PRO

JECTS\17137 1025 G

regg St. Subdivision - Raleigh\3-D

WG

\17-137 BM

- SH

EETS 1-2.dw

g, C2 SU

BD

IVISIO

N, 9/6/2017 3:23:28 PM

, Brian, D

WG

To PD

F.pc3, ARCH

full bleed D

(36.00 x 24.00 Inches), 1:1