BARROtf

COUNTY

County Road Name:

RESIDENTIAL DRIVEWAY PERMIT REQUESTLicense & Permits

30 North Broad StreetWinder, GA 30680

770-307-3021

Permit No.:

Name of Applicantof

P.O. Box and Address

Phone Number.request permission to construct a residential driveway on

County Road Name

in Barrow County. The driveway will be constructed on theNSEW

.side of the County road {same as above) ata distance of. feet

.of the centerlineofNSEW Street or Road Name (nearest intersection)

By signing this request Iagree to construct or have constructed this driveway as described and illustrated below. Ialso aqree that Iwill beresponsible for the maintenance of this driveway including pipe, surface course, and slopes.

Date Signature.**Above information is to be provided by the owner prior to issuance."

Th1S drive to serve asingle family dwelling onl^f and maj not be converted to an>( other use without approval of CountyIllustration of Typical Plan & Profile for Drive

PUT ARROWHEAD ON NORTH

INFORMATION TO BE

PROVIDED BY BARROW CO. *RIGHT OF_WAY_

• MIN. IP fart ,iMAX. 2« fart

- DITCH c._

WfcEDGE OF •/-PAVEMENT

£ig§3_i __^ _ DITCH -}

S<y-" EDGE OFPAVEMENT -1

hffSLOPE

RIGHT OF WAY ~i

_FEETTO CENTER.LINE OF ROAD FROMCENTER LINE OF DRIVE ( PLACE ARROWHEADIN DIRECTION OF ROAD )

"^CENTER OF PAVEMENT 17

, 1/4" to 1/2center per FOOTline -J SLOPED

EXISTING

PAVEMENTT(>P1—MIN

EXI

OTHER REQUIREMENTS '.

90«h

DESWEABLE

LOW POINT (*"

\ ORIGINALMAX /.GROUND LINE

10 orEXISTING DITCH

-RIGHT OF WAY

- per ft.6.25% MAX

Special Requirements

1. Extend pipe as necessary to obtain a 4:1 or flatter slope.2. The pipe shall be GA DOT standard 1030D (or as specified in the

Barrow County Development Regulations) ft. longinches in diameter. Minimum 1'of cover over pipe.

3. Existing surface flow toremain. Water cannot bediverted to BarrowCounty right-of-way.No headwalls to beconstructed on pipe.No brick or other hazardous type mailbox allowed on right-of-way(mailbox shall be located on exit side). All driveways should have turnaround pad off right-of-way toprevent backing into the road.All disturbed right-of-way to be regrassed to Barrow Countyspecifications.If driveway isused for construction entrance, itmust bestabilized with4" of stone as a minimum.

The blue permit poster must be displayed at the proposed drivewaylocation in plain view until work is inspected and accepted by BarrowCounty.Applicant to give Barrow County Driveway Inspector a 24-hour noticebefore work begins and before each phase ofconstruction.Advance warning signs shall berequired while working on BarrowCounty right-of-way.Driveways on adirt road shall have 4" of gravel placed on drivewayfrom edge of road to end of road maintenance easement or right-of-wayas a minimum.

Driveways on a paved road shall have a paved apron (see illustrationfor size &location ofpaved apron). Paved apron material shall consistofeither a minimum of6" ofclass "A" 3000 p.s.i. concrete, oraminimum of5" ofcompacted graded aggregate base and 3" ofcompacted "E" or"Fn plant mix asphalt. All ofthe above tobeplacedon suitable compacted sub-grade. Drive to be flush with existing edgeof pavement.Permittee shall be responsible for any damage(s) to existing Countyroadas a result ofdriveway construction.

14. The inlet and outlet end of all driveway culverts shall have safety flared -end - sectionsthat meet the standards ofGA DOT 1120or1125

Permit Approved By:

4,

5.

10.

11.

12.

13.

Title:

This .day of. ,20

1.

2.

4.

INSTRUCTIONS FOR REQUESTING ARESIDENTIAL DRIVEWAY PERMIT

Permittee to fill out top portion of the Residential Driveway Permit Request.

If permittee has aquestion, needs help filling out the top portion of the ResidentialDriveway Permit Request, or needs assistance measuring distance, the permittee canrequest an on-site meeting with the Barrow County Driveway Inspector§770-307-3015 *>* -7-70 - 84,-7. 0^4,4

After permittee has completed the top portion of the Residential Driveway PermitRequest, the permittee shall submit it to the License &Permits department with requiredfee.

License &Permits will then give the request to the Driveway Inspector. The DrivewayInspector will visit the site and evaluate the request and either approve or not approvethe request.

5. The Driveway Inspector will then provide License &Permits with the approved orunapproved Driveway Permit Request.

6. License &Permits will then notify the permittee with the results of the permit request.

7. If the Driveway Inspector approves the Driveway Permit Request, then License &Permits will give acopy of the approved permit request along with ablue permit poster tothe permittee. Barrow County will provide information on blue permit poster.The permittee shall display the blue permit poster at the driveway location, in plain viewuntil work is inspected and accepted by Barrow County.The permittee shall adhere to all requirements and illustration as shown on approvedResidential Driveway Permit Request.

If the Driveway Inspector does not approve the driveway permit request, then License &Permits will give acopy of the unapproved permit request to the permittee. Thepermittee can contact the Driveway Inspector {name &number above) to discussreason(s) for the unapproved permit request.

BARROW COUNTY

DRIVEWAY

SITE LOCATION

CARD

DATE

NAME

LOCATION

T/t

l/U

KiZ

.Mil

l"U

;^,C

OT

-CS

Sn

eOB

LO

T\C

CF

\lK

'

SID

EE

LE

VA

TIO

N

ED

GE

OF

SID

EW

AL

LS

HE

ET

RO

LL

ED

SN

UG

LY

AG

AIN

STS

TE

EL

RO

D.

w

MIN

.Jfe

'DIA

.GA

LVA

NIZ

EDS

TE

EL

RO

DO

RN

O.

4G

AL

VA

NIZ

ED

RE

INF

OR

CIN

GB

AR

.

AL

TE

RN

AT

EI

•N

UM

BE

RO

FB

AR

SR

EO

UIR

ED

WIL

LV

AR

YD

EPE

ND

ING

ON

TH

EL

EN

GT

HO

FT

HE

EN

DSE

CT

ION

.S

PA

ON

CS

BE

TW

EE

NC

EN

TE

RS

OF

BA

RS

SHA

LL

NO

TE

XC

EE

D2

4IN

CH

ES

.

BO

TH

SID

ES

SHA

LL

HA

VE

AR

EIN

FO

RC

ED

ED

GE

FUL

LL

EN

GT

HO

FE

ND

SE

CT

ION

(SE

ESE

CTI

ON

A-A

)

-\f-

yt

-^•=-

i^-y

—O

VE

RA

LL

WID

TH

*

SID

EE

LE

VA

TIO

N

Pay

men

tfo

rS

afe

tyE

nd

Secti

on

Sri

aHin

clu

de

To

pere

dS

leev

e.

NO

MIN

AL

PIP

E.

T

VA

RIE

S

I

TA

PE

RE

DS

LE

EV

EFO

RA

TT

AC

HIN

GS

TE

EL

EN

DS

EC

TIO

NS

TO

SMO

OT

HPI

PE

NO

TE

:M

ET

AL

TO

BE

12G

AG

E.

SMO

OT

HG

AL

VA

NIZ

ED

INA

CC

OR

DA

NC

EW

ITH

AA

SHT

OM

2IB

-AN

DC

OA

TE

DA

SR

EQ

UIR

ED

FOR

EN

DS

EC

TIO

N. TYPE

ACONNECTOR

SMOOTH

TAPERED

SLEEVE

DETAIL

AN

NU

LA

RC

OR

RU

GA

TIO

NIN

SL

EE

VE

.C

M.

PIP

E.

OR

DIM

PL

EB

AN

D SE

CT

ION

B-B

Jfy

TY

PE

•;

CO

NN

EC

TO

RD

ET

AIL

S

FOR

30

-A

ND

LA

RG

ER

TY

PE3

AL

TE

RN

AT

EC

ON

NE

CT

OR

(NO

TSH

OW

N)

DIM

PlE

BA

ND

CO

LL

AR

MA

VB

FSH

OP

BO

LT

EO

TQ

TH

EE

ND

SEC

TIO

N

CO

RR

UG

AT

ED

ST

EE

lSI

DE

DR

AIN

PIP

E(S

HO

WN

)

X.'A

'DIA

.CAR

HiAG

LHE

APBO

LTS

(UP.

)

TY

PIC

AL

PIC

TO

RA

LV

IEW

(WIT

HC

ON

CR

ET

EP

IPE

)

'ntv

s&n'

Sitft

Wtv

war

.saiM

iMiii

WC

i'ytZ

nrr.a

iTM

.itS'

t

•*

VSL

OTT

ED

3"G

AL

VA

NIZ

ED

PIP

E:

FL

AT

TE

NE

NO

.T

HE

NB

EN

OO

UT

SID

ET

TO

MA

TC

HE

ND

SE

CT

ION

SID

ES

.

TYPICAL

DETAIL

OF

SAFETY

BARS

RE

FO

RM

ED

EN

DO

R'

AN

NU

LA

RC

OR

RU

GA

DO

N(N

CO

NN

EC

TIN

GB

AN

D(T

YP

ICA

L)

PR

OJE

CT

NU

MB

ER

_GENERAL

NOTES

ALTERNATE

I

GA

LV

AN

IZE

DS

TE

EL

SH

EE

T

USE

GA

LVA

NIZ

EDST

EE

LSH

EE

TC

ON

FOR

MIN

GT

OA

ASH

TO

M21

8.

CO

NN

fCT

oaS

SA

FE

TY

3A

RS

SHA

LL

BE

3"S

CH

ED

UL

E40

GA

LV

AN

IZE

DST

EE

LPI

PE.

PIPE

10B

EG

AL

VA

NIZ

ED

AFT

ER

FOR

MIN

G.S

AFE

TY

BA

H(5

>SH

AL

LB

ER

EQ

UIR

ED

FOR

AL

LSA

FET

YE

ND

SEC

TIO

NS.

MIS

CE

LL

AN

EO

US

DE

TA

ILS

DF.

TA

IIS

OF

CO

NST

RU

CT

ION

MA

TER

IALS

AN

DW

OR

KM

AN

SHIP

NO

TSH

OW

NO

NT

HIS

DRA

WIN

GSH

AL

LC

ON

FOR

MT

OT

HE

MA

NU

FAC

TU

RE

R'S

RE

QU

IRE

ME

NT

S,SU

BJE

CT

TO

ap

pro

val

BY

TH

ED

.O.T

.'SL

AB

OR

AT

OR

Y.

ASA

MPL

EM

UST

BE

SJB

MIT

TE

OT

OPR

E-O

UA

LIF

YT

HE

PRO

DU

CT

.

SIZ

ES

,D

IME

NSI

ON

S,A

ND

TH

ICK

NE

SSE

S

PIP

ED

IA.

(IN

.)

Mlh

.T

HIC

K..

dim

ensi

on

s(I

NC

HE

S)3K

LDI

MENS

ION

IN.

GA

GE

AW

OV

ER

AL

LW

IDT

HS

LO

PE

(S:i

:

LE

NG

TH

(IN

.)slo

pe

;s;i

;

.EN

CT

H

(IN

.J

B.0

64

l€e

b2;

37

442

06:

13

0

18.0

64

!68

S24

40

4:1

32

6:1

48

M.0

64

if8

63

04

34

45

66:

18

4

30

.10

912

129

3CG

O4:

18

06:

11

20

36.1

09

i:12

•142

66

4:|

10

46=

115

6

42

.10

912

«12

•)!.

'8

04:

11

28

•-/•19

2

48

.10

3\2

it.:.

:54

86

4=1

152

6'i

22

8

WH

ER

ET

HE

LE

NG

TH

OF

DIT

CH

OR

TH

ED

IST

AN

CE

BE

TW

EE

NT

OE

POIN

TS

OF

EN

DSE

CT

ION

SO

NSE

PAR

AT

EIN

STA

LLA

TIO

NS

WO

ULD

BE

LE

SST

HA

N30

FT..

CO

NTI

NU

EDS.

D.

PIPE

WIT

HA

NIN

TER

MED

IATE

INL

ET

OR

OT

HE

RA

LT

ER

NA

TE

MA

YB

ES

PE

CIF

IED

INS

TE

AD

.

DE

PAR

TM

EN

TO

FT

RA

NSP

OR

TA

TIO

NST

AT

EO

FC

EOR

CIA

DE

SIG

NE

DD

RA

WN

..

TR

AC

ED

_

CH

EC

KE

D_

ST

AN

DA

RD

SA

FE

TY

EN

DS

EC

TIO

N(M

ET

AL

)(F

OR

SID

ED

RA

INP

IPE

-OR

FOR

STO

RM

DR

AIN

PIPE

PA

RA

LL

EL

TO

MA

INL

INE

)

cA

LT

ER

NA

TE

I...

SIA

LE

RO

AD

&A

RPO

HT

DE

SIG

NL

NC

ML

R

(AP-RO

VLD)$

JI

/ZX

JZ^

~fCH

IEF

ENGH

ELR

W

NU

MB

ER

1122

SH

EE

TI

OF

.id

r.l

•;.

'J^

SW

ilK

yJO

T.I

=iP

\IJ?

<2

.FA

r-5

4-R

D6

.

AL

TE

RN

AT

E2

EN

DT

RE

AT

ME

NT

DIM

EN

SIO

NS

FOR

AR

CH

ED

ME

TA

LP

IPE

PIP

ED

IA.

(IN

CH

ES

)G

AG

ES

HE

ET

TH

ICK

NE

SS

(IN

CH

ES

)

ty*»

SLOP

EL

DIM

EN

SIO

N^6

:1SL

OPE

LD

IME

NS

ION

I7"x

l3"

16.0

64

'r-8

"2

'-6

"

2l-

xl5

-16

.06

4"

2'-

4'

3'-

6"

24

"x

l8"

16.0

64

-3

'-4

"5

'-0

"2

8"x

20

"16

35

'x2

4'

14.0

79

"5

'-4

"B

'-O

"4

2"x

29

"1-

1.0

79

'T

'-O

"1

0'-

6'

49

'x3

3'

14.0

79

'8

'-4

'12

'6

'

57

"x

38

"12

.10

9"

lO'-

O-

l5'-

0"

64

"x

43

"?

.10

9'

II--

8-

I7--

6"

7l"

x4

7'

10.1

38

'l3

'-0

*IS

'-G

"

JEW

OR

EX

IST

ING

C.M

.P.

.^tV

WE

lDE

AC

HSI

DE

\

.^-**

****

*S^^

™r-«

LO10

AL

TE

RN

AT

EV

IEW

AP

RO

TE

CT

IVE

CA

PIS

CO

NT

OU

RE

DT

OT

HE

MIT

ER

CU

TO

NC

OR

RU

GA

TE

DM

ET

AL

PIP

E.

BE

AR

ING

SU

RF

AC

ES

HA

LL

RE

MA

INC

ON

ST

AN

T

PR

OT

EC

TIV

EC

AP

OV

ER

MIT

ER

CU

TO

NC

OR

RU

CA

TE

DM

ET

AL

PIP

E

//Z

2x.

* \

t

^—Y*

GALV

ANIZE

DCH

ANNE

L

7fx

_\

/3"

(I.D

.)SC

HE

DU

LE

D4

0PI

PE—

WIT

HM

INIM

UM

2o

*./

ft-\

GA

LV

AN

IZE

DC

OA

TIN

G

NO

TE

:E

ND

SO

FB

AR

SS

HA

LL

BE

WE

LD

ED

SOL

ID10

PR

EV

EN

ISO

ILA

ND

WA

TE

RIN

FL

ITR

A1

I0N

NE

WO

RE

XtS

TIN

CR

.C.P

.

AD

AP

TE

RS

LE

EV

E

^"V

JtW

^^

oV

^-N

Gb

ofD

^

EN

DT

RE

AT

ME

NT

DIM

EN

SIO

NS

FOR

CIR

CU

LA

RM

ET

AL

AN

DC

IRC

UL

AR

CO

NC

RE

TE

PIP

ES

PIP

EC

HA

.

(IN

CH

ES

)G

AG

ES

HE

ET

TH

ICK

NE

SS

(IN

CH

ES

)

^4:1

SLOP

EL

DIM

EN

SIO

N

US6:1

SLOP

EL

DIM

EN

SIO

N

15"

It)

.06

4"

2'-

4'

3'-

6'

18"

16.0

64

'y

-4'

5--0

"

21"

16.0

64

"A

'-A

-6

'-6

"2

4"

16.0

64

'5

'-4

"8

'-0

'

30

"16

.06

4"

T-A

-11

-0*

36

"16

.06

4'

S'-

A'

l4'-

0'

42

'14

.07

9'

II--

4"

l7'-

0"

48

"14

.07

9'

l3'-

4"

20

'-0

"5

4"

14.0

79

'l5

'-4

'2

3'-

0"

60

"12

.10

9'

17'—

4"2

6*

-0

'

JOIN

TS

HA

LL

CO

NS

IST

OF

AN

AN

NU

LA

RG

AL

VA

NIZ

ED

ST

EE

LC

ON

NE

CT

ING

BA

ND

(12'

WID

E)

WIT

HA

MIN

IMU

M(2

)B

OL

TC

ON

NE

CT

ION

.

•JO

INT

SH

AiL

CO

NS

IST

OF

AN

AN

NU

LA

RG

AL

VA

NIZ

ED

ST

EE

LC

ON

NE

CT

ING

BA

ND

(12*

WID

E)

WIT

HA

MIN

IMU

M(2

)B

OL

TC

ON

NE

CT

ION

.

NO

TE

:C

ON

NE

CT

ION

TO

OU

TL

ET

EN

DO

FC

ON

CR

ET

EPI

PEIS

ILL

UST

RA

TE

D.

CO

NN

EC

TIO

NT

OIN

LE

TE

ND

WIL

LB

EP

ER

FO

RM

ED

MT

HE

SAM

EM

AN

NE

R.

PR

OJE

CT

NU

UB

EA

GE

NE

RA

LN

OT

EA

LT

ER

NA

TE

2:

1.T

HE

MA

TER

IAL

USE

DIN

FAB

RIC

ATI

ON

OF

SLO

PED

EN

DSE

CT

ION

SHA

LL

CO

NFO

RM

TO

TH

EA

PPL

ICA

BL

ER

EQ

UIR

EM

EN

TS

OF

AA

SHT

OM

218

(GA

LV

AN

IZE

DST

EE

L)

2.SL

OPE

DE

ND

SEC

TI0

N5

SHA

LL

BE

FOR

ME

DFR

OM

FUL

LC

IRC

LE

PIPE

.MAY

BE

"OR

ME

OIN

TO

PIPE

AR

CH

ES.

WH

ERE

SPEC

IFIE

D.

AN

DSH

AL

LM

EFT

AL

LR

EQU

IREM

ENTS

FOR

CO

RR

UG

ATI

ON

.C

AG

E.

AN

DO

TH

ER

FAB

RIC

AT

ION

RE

QU

IRE

ME

NT

S.

3.T

HE

EX

POSE

DE

DG

EC

UT

ON

TH

ET

OP

SHA

LL

BE

CO

VE

RE

DW

ITH

APR

OT

EC

TIV

EC

AP

OV

ER

LA

PPIN

GT

HE

TO

PO

FT

HE

AR

CH

BY

NOT

LE

SSTH

ANVg

iNCH

.TH

E4

TO

(OR

6T

OIB

EVEL

SHA

LLB

EE

NC

ASE

DW

ITH

APR

OT

EC

TIV

EC

AP

OV

ER

LA

PPIN

GE

AC

HSI

DE

CF

THE

CU

TB

YNO

TL

ESS

THA

N'/.

INC

H.

THE

PRO

TFC

TIV

EC

AP

IST

OB

ET

HE

SAM

EM

AT

ER

IAL

AS

TH

EPI

PEA

ND

MIN

IMU

M•A

CA

CE

(.0

7T

).PR

OTE

CTI

VE

CA

PSSH

AL

LD

EW

ELD

EDW

ITH

'/.IN

CH

WE

LD

SA

LT

ER

NA

TIN

GFR

OM

SID

ET

OSI

DE

OFT

HE

CA

PA

T12

INC

HIN

TER

VA

LS.

WEL

DS

SHA

LL

BE

AT

TH

EE

ND

SO

FA

LL

CA

PS.

RE

GA

RD

LE

SSO

fSP

AC

ING

.R

EPA

IRD

AM

AG

EDG

ALV

AN

IZED

CO

AT

ING

SIN

AC

CO

RD

AN

CE

WIT

HG

DO

TST

AN

DA

RD

SPEC

IFIC

ATI

ON

SSE

CTI

ON

645.

4.C

ON

NEC

TIO

NS

OF

GA

LVA

NIZ

EDST

EE

LE

ND

TREA

TMEN

TST

OC

OR

RU

CA

TED

ALU

MIN

UM

OR

ALU

MIN

IZEO

STE

EL

PIPE

MU

STU

TILI

ZED

A»O

LY

ME

RC

OA

TE

DG

ALV

AN

IZED

STE

EL

BAN

DM

EETI

NG

TH

ER

EQU

IREM

ENTS

OF

AA

SHTO

M2S

684

.

5.A

DA

PTE

RSL

EE

VE

IST

OB

EC

ON

STR

UC

TE

DO

FG

ALV

AN

IZED

STE

EL

CO

NFO

RM

ING

TO

TH

ER

EQU

IREM

ENT'

SO

FA

ASH

TO

M2;

8.M

INIM

UM

12G

AG

Ei.

109-

)M

AT

ER

IAL

.

6.B

OT

TO

MSA

FET

YB

AR

SHA

LL

HA

VE

AM

AX

IMU

MC

LE

AR

AN

CE

OF

5-W

HE

NM

EASU

RED

FRO

MT

HE

BO

TT

0MO

FT

HE

INST

AL

LE

DB

AR

TO

INSI

DE

CR

ES

TO

FPI

PEC

OR

RU

GA

TIO

N.

SP

EC

IAL

NO

TE

:

WH

ER

ET

HE

LE

NG

TH

OF

DIT

CH

OR

TH

E{

TO

EPO

INT

SO

FT

HE

EN

DSE

CT

ION

ON

!W

OU

LD

BE

LE

SST

HA

N3

0FT

.,C

ON

TIN

UE

..A

NIN

TE

RM

ED

IAT

EIN

LE

TO

RO

TH

ER

AL

TE

-S

PE

CIF

IED

INS

TE

AD

.

DEPARTMENT

OF

TRANSPORTATION

ST

AT

EO

FG

EO

RG

IA

Of

SIG

NE

D_

DR

AW

N

TR

AC

ED

._

CH

EC

KE

D-

ST

AN

DA

RD

SA

FE

TY

EN

DS

EC

TIO

N(M

ET

AL

)(F

OR

SID

ED

RA

INP

IPE

-OR

FOR

STO

RM

DR

AIN

PIPE

PA

RA

LL

EL

TO

MA

INL

INE

)A

LT

ER

NA

TE

2E

JAN

.2

00

5

L~H

FFFN

JVN

FFP

**

~

IN

UM

BE

R

1122

SH

EE

T2

OF

3

;«)0

I0

_S

M\^

pP

LO

r.Q

:-'.

./J

JIf

.yu

Py

l.u

r.f

..w

.n:

m.

'>R

i\R

Ev

]SE

p.

1.L

1j;

sP'.

JJ?<

^':

f\'

i-J

pi»>

JOIN

TD

ES

IGN

TO

FIT

INL

ET

OR

OU

TL

ET

EN

DO

F

PIP

EA

SS

PE

CIF

IED

B *

6!

MIN

.A

-P

LA

NV

IEW

min

.2

LIN

ES

OF

(BA

RG

RA

TE

NO

TS

HO

WN

)C

IRC

UM

.R

EIN

F.

}?fi

?S

&&

~tt

*r&

~m

-C&

DO

f-DSK

rOO

PlO

TCr-j

"-^

*SEC

TION

B-B

<=

^T

RA

FFIC

FLO

W

SID

EV

IEW

5/a"

GA

LV

.HE

XH

EAD

BO

LT

,W

ASH

ER

&N

UT

(FO

UR

)C

ON

NE

CT

ION

S

AL

TE

RN

AT

E3

PIP

ED

IAT

(MIN

)D

HL

15"

3"15

"21

"4

'-6

"

18"

3"18

"2

4"

6'-

0"

24

"3"

24

"3

0"

9'-

0"

30

"4"

30

"3

8'

l2'-

6"

36

"4

'3

6"

44

"I5

'-S

"

42

"4"

42

"5

0"

l8'-

6"

48

"5"

48

"5

8"

22

'-0

"

I"R

(OP

T)

I"R

(OP

T)

SE

CT

ION

A-A

GE

NE

RA

LN

OT

ES

:

1.C

ON

CR

ET

ES

TR

EN

GT

HSH

AL

LB

E4

00

0PS

IM

INIM

UM

2.R

EIN

FOR

CIN

GSH

AL

LB

EPE

RA

ASH

TOM

I70,

CL

ASS

IIR

EIN

FOR

CE

DC

ON

CR

ETE

PIPE

,PL

US

ON

E"4

BA

RT

OP

AN

DB

OT

TO

M,E

AC

HSI

DE

.

3.W

AL

ISM

AYH

AV

E'/V

TAPE

R.

WAL

LTH

ICK

NES

SES

SHO

WN

ARF

THE

MIN

IMU

M.

4.L

IFT

HO

LE

SM

AY

BE

PRO

VID

ED

INT

HE

SID

EW

AL

LS

FOR

HA

ND

LIN

G.

5.E

ND

SEC

TIO

NJO

INT

WIL

LB

EA

MA

TC

HE

DFI

TT

OT

HE

AD

JOIN

ING

PIPE

JOIN

TA

TA

LL

INL

ET

AN

DO

UT

LE

TE

ND

S.N

ON

-FIT

TIN

GJO

INT

SW

ILL

RE

QU

IRE

AB

UIL

T-I

N-P

LA

CE

RE

INFO

RC

ED

CO

LL

AR

CO

NN

EC

TIO

NW

ITH

NO

AD

DIT

ION

AL

PA

YM

EN

T.

6.AL

LE

ND

SEC

TIO

NS

FOR

PIPE

SW

ITH

HD"

OV

ER

24

'O

NSI

NG

LE

LIN

ES

WIL

LH

AV

EG

AL

V.S

AFE

TY

BA

RS,

SPA

CE

DN

OT

MO

RE

TH

AN

24"

ON

CE

NT

ER

S,

AN

DIN

STA

LL

ED

PE

RP

EN

DIC

UL

AR

TO

TH

EM

AIN

LIN

ET

RA

FFIC

FLO

W.A

LL

EN

DSE

CT

ION

SFO

RM

UL

TIP

LE

LIN

EP

IPE

SW

ILL

HA

VE

GR

AT

ES

.

7.T

YPI

CA

LU

SEO

FSA

FET

YE

ND

SE

CII

ON

SIS

AT

TH

EE

ND

SO

FPI

PES

UN

DER

DR

IVEW

AY

SO

RSI

DE

RO

AD

SW

HER

ET

HE

PIPE

CU

LV

ER

TIS

PAR

AL

LE

LT

OT

HE

MA

INLI

NE

AN

DFA

LL

SIN

SID

ET

HE

MA

INL

INE

CL

EA

RZ

ON

EW

IDT

H.

2"

GR

AT

EL

EN

GT

H

ANGL

EIR

ON./

?N

</TV

P(C

AIVI

I/

\

UL

2

',;C

_"

.JC

/4x

4*5

AN

G.E

1

(CA

_V

TON

,_

2£

L,

MA

X^y

.'Dia

.

D(M

IN)

GR

AT

E

LE

NG

TH

GR

AT

EW

IDT

H(T

YP

)*

15"

18"

2'-

4"

2'-

4"

r-9

%-

2'-

0%

"2

4'

6'-

4"

2"-6

%"

30

"8

'-6

"3

'-2

%"

36

"l2

'-4

"3'

-8%

"4

2"

48

"

l4'-

6'

l8'-

4"

4'-2

y8"

4'-l

05/a

"

_QL

TYPI

CA

LC

RA

TE

WID

THS

SHO

WN

AR

EM

EASU

RED

FRO

MIN

SID

ET

OIN

SID

EO

FTH

E%

'TH

ICK

ANCL

EIR

ON.C

RATE

FIT

WIT

HEN

DSE

CTIO

NSH

ALL

BE

CH

EC

KE

DB

EF

OR

ED

EL

IVE

RY

.

HX

tvf

DE

PAR

TM

EN

TO

FT

RA

NSP

OR

TA

TIO

NS

TA

TE

OF

GE

OR

CIA

3£

GA

LV

AN

IZE

DS

AF

ET

YG

RA

TE

DE

TA

IL

3S

TA

ND

AR

DS

AF

ET

YE

ND

SE

CT

ION

(CO

NC

RE

TE

)(F

OR

SID

ED

RA

INP

IPE

-OR

FOR

ST

OR

MD

RA

INPI

PEP

AR

AL

LE

LT

OM

AIN

LIN

E)

AL

TE

RN

AT

E3

NOSC

ALE

OCT

..20

00D

ESI

GN

ED

DR

AW

N

Tft

AC

EO

CH

EC

KE

D.

NU

MB

ER

1122

SH

EE

T3

OF

+»

»»

.»

»*

NO

TE

S

Min

imu

mW

uli

li

IO'-

O"

Mo

no

lith

ic•

EX

IST

ING

PA

VE

ME

NT

ED

GE

»»

»»

•»

»«

1.A

LL

CO

NC

RE

TE

W11

EC

US

S"A

"30

00I'

SI.

1.M

INIM

UM

6"C

ON

CR

ETE

INRI

GII

T-O

F-W

AI

aIIN

IMU

M•/

"CO

NC

RET

EO

UTS

IDE

RIG

HT-

OF-

WAY

.

3.BU

ILDE

RSH

ALL

NOT

DIST

URB

OHDA

MAG

ERO

ADW

AYTA

VEM

EKT.

ANY

DAM

AGE

DONE

TOEX

ISTI

NGRO

ADW

AYW

Ekt

EN

Tm

LL

BERE

PAIR

EDBY

THE

BUIL

DER

ATT

HE

DIS

CR

ETIO

NO

FBA

RRO

WCO

UNTY

.

A.

BUIL

DER

ISR

ESPO

NSI

BLE

FOR

CO

NST

RU

CTI

ON

OF

ENTR

AN

CE

AC

CO

RD

ING

TOP

UN

.

5.IV

ISD

ESI

GN

I'ER

TAIN

SO

NLY

TOTH

OSE

DR

IVEW

AY

ENTR

AN

CES

REF

ERED

WIN

THE

BAR

RO

WC

OU

NTY

ZON

ING

RE

SOL

UT

ION

,.A

RT

ICL

EI'.

SEC

TIO

Ni.

i(J

)(C

).

Min

imum

Len

gth

12

'-0

"

BA

RR

OW

CO

UN

TY

ST

AN

DA

RD

DR

AW

ING

Zon

ing

Res

olut

ion

Art

icle

V,S

ectio

n5.

5(2

)(c).

NO

TT

OS

CA

LE

DA

TE

DE

C.

29,

1998

.

••

•L

EG

EN

D-

•

FT

.=

FE

ET

C6

G=

CU

RB

an

dG

UT

TE

R

CO

NC

.=

CO

NC

RE

TE

J.PR

EMO

LOE

EX

PA

NS

ION

JO

INT

BA

CX

ED

GE

Of

SIQ

EW

AL

K-

.VA

RIA

BL

EN

OT

TO

EX

CE

EO

20

FT

.M

INIM

UM

OF

10F

T.

"M

ON

OL

ITH

IC

6"C

ON

CRE

TEE

NT

RA

NC

EIN

RIG

HT

OF

WA

Y

WA

RP

4C

CH

C.

SIO

EW

AL

KT

OD

RIV

EW

AY

GS

AO

E

4"C

ON

CR

ET

ES

IDE

WA

LK

(O

PT

ION

AL

)

o.

<b.'

CU

RS

aG

UT

TE

RF

OR

EN

TR

AN

CE

T

A_

•N

OT

E-

•

SLO

PE"A

SSH

OW

N"

INS

EC

TIO

NA

-AIS

TO

BE

CO

NST

RU

CT

ED

WH

ENSI

DE

WA

LK

SA

RE

PR

OV

IDE

DA

ND

WH

EN

SID

EW

AL

KS

AR

EN

OT

PRO

VID

ED

«»

PS

<

i

< 2 O O V*

RE

MO

VE

EX

IST

ING

CO

NC

RE

TE

Ca

GB

ET

WE

EN

TH

ES

EL

IMIT

S

AN

ORE

POU

RM

ON

OLI

THIC

WIT

HO

RIV

EW

AY

AL

UC

ON

CR

ET

ET

OB

EC

LA

SS

"A"

20

00

psi

J^PR

EMOL

OCO

EXPA

NSIO

Njo

int

TR

AN

SIT

ION

CU

RB

PL

AN

NO

TE

S-

'•?.U

ILJ>

Sll^

SHAL

LN0

TD'

STUR

BOR

DAM

AGE

EXIS

TIN

GRO

ADW

AYPA

VEM

ENT

ANY

DAM

AGE

DONF

OFBA

RRoT

cORU

NTYW

AYPA

VEME

NTWI

LLBE

R^I

RED

BYBU

ILDE

RAT

THE

DISC

RETI

ON

^fo

nf^

Lif

RESP

ONSI

BLE

FOR

CONS

TRUC

TION

OFEN

TRAN

CEAC

CORD

ING

TOPL

ANB

SECT

ION

A-A

ABOV

E.M

AKE

SURE

ROAD

WAY

GUTT

ERSL

OPE,

ASSH

OWN

INSE

CTIO

NA

-A,

ISCO

NSTR

UCTE

D

BA

RR

OW

CO

UN

TY

EN

GIN

EE

RIN

GD

EPA

RT

ME

NT

ST

AN

OA

R°

DR

AW

,N.

GR

esid

en

tial

Dri

vew

ayE

ntr

an

ce

Wit

hO

PTIO

NA

LS

IDE

WA

LK

DA

TE

:N

OV

.2

0,

1998

NO

TT

OS

CA

LE

JpiifisJc^ A PR.M£u}Ar uirrW Hl^r-15/^K Ci6

I.

*«fR£ cot&HTTEIZ uME.

Df2lOglJ2^_

r-

2, - .'.] Z3

3.'

4.

IS" x- <fe" <g»«j-rTE|F6£CrnoiJ