ridge road improvements - phase i & ii · 2018-04-23 · ridge road improvements - phase i...

PROJECT

LOCATION

KEY MAP

CONSTRUCTION PLAN START TO STA 16+50

TITLE SHEET

SHEET INDEXSHEET DESCRIPTION

4

2

1

MARCH 2018

NC.I

NGINEERINGE

REELAND

V

&

UERIN

G

(973) 252-9340

FAX (973) 252-3069

www.guerinvreeland.com

BARTLEY SQUARE

272 ROUTE 206 - SUITE 215

FLANDERS, NJ 07836

GUERIN & VREELAND ENGINEERING, INC.

COMMITTEE MEMBERS

MAYORLisa Chammings

Timmy Fisher

Bill Morrison - Deputy Mayor

Charles Gross

STATE OF NEW JERSEYDEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS FOR ROAD

AND BRIDGE CONSTRUCTION, 2007.

SPECIAL PROVISIONS FOR STATE AID PROJECTS, 2011.

STANDARD ROADWAY CONSTRUCTION,

TRAFFIC CONTROL - BRIDGE CONSTRUCTION

DETAILS BOOKLET, 2016.

CONSTRUCTION PLAN STA 16+50 TO STA 32+503

REFERENCE: USGS, THE NATIONAL MAP, US TOPO, NEWTON WEST QUADRANGLE, NEW JERSEY, 7.5 MINUTE SERIES, 2016.


BARTLEY SQUARE


FLANDERS, NJ 07836

(973) 252-9340

FAX (973) 252-3069


Cert. of Authorization #24GA28049400

G

UERIN

&

V

REELAND

ENGINEERING

INC.

1 OF 8

REVISIONS

Date

Description

SCALE: DATE:

DRAWN BY: CHECKED BY:

SHEET NO: PROJECT NO:

1218

RPGMGV

MAR 2018AS SHOWN

STILLWATER TOWNSHIP, SUSSEX COUNTY, NJ

MICHAEL G. VREELAND, P.E.

PROFESSIONAL ENGINEER, N.J. LIC. NO. 41682

TITLE SHEET

RIDGE ROAD

IMPROVEMENTS - Phase I & II

RIDGE ROAD IMPROVEMENTS -Phase I & II

TOWNSHIP OF STILLWATERSUSSEX COUNTY, NEW JERSEY

George Scott

CONSTRUCTION DETAILS7

TRAFFIC CONTROL PLAN

CONSTRUCTION PLAN STA 32+50 TO 48+50

5 CONSTRUCTION PLAN STA 48+50 TO END

6 CONSTRUCTION DETAILS

8

TOTAL LENGTH OF PROJECT: ±5,700 L.F.

04/10/18 NJDOT PS&E Review

510

5

0

5

5

0

5

5

0

0

5

0

0

4

9

5

4

9

5

4

9

0

4

9

0

4

8

5

485

4

8

0

4

8

0

4

7

5

4

7

5

470

4

7

0

4

6

5

4

6

5

4

6

5

4

6

5

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PIN

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58K43

WV

GR

AS

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GR

AS

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G=466.9

G=469.0

G=465.9

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CURB

G=467.8

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GR

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S

GR

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J212SW

175W

G=485.1

G=495.9

G=495.1

GR

ASS

PAVED

DR

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G=503.9

G=505.7

GR

AS

S

BRU

SH

15" RC

P I=502.0

CURB

CURB

N

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J

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S

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P

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C

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S

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N

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1

9

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15" RC

P

I=465.0

15" RC

P

I=465.0

15" RC

P

I=463.6

15" RC

P

I=461.5

15" RC

P

I=462.4

15" RC

P

I=462.9

15" RC

P

I=463.9

15" RC

P

I=465.3

15" RC

P

I=465.9

15" RC

P, I=482.7

15" RC

P

I=483.3

15" RC

P

I=494.2

15" RC

P, I=493.0

15" RC

P

I=493.1

15" RC

P

I=492.3

15" RC

P

I=503.5

RIDGE ROAD

BM

IN P

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EL=483.4

HOMESTEAD DRIVE

W

H

IT

E

L

IN

E

463.5

464.9

465.6

467.8

472.8

477.6

482.1

487.6

491.1

494.4

498.5

502.2

463.3

464.0

463.4

WH

ITE LINE

P

I

C

K

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T

F

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C

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15" RC

P, I=483.7

15" RC

P, I=484.0

G=486.3

BIT

. BE

RM

GR

AVEL

DR

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15" RC

P, I=501.5

WHITE LINE

S

IG

N

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

LIN

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ORCHARD

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# 902

# 903

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LIMIT OF

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LIM

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F

CO

NS

TR

UC

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N

CONSTRUCT HMA SIDEWALK (TYP)

CONSTRUCT MILLING AND PAVING (TYP)

CONSTRUCT DOUBLE SOLID YELLOW

CENTERLINE STRIPES (TYP)

CONSTRUCT SOLID WHITE

EDGELINE STRIPES (TYP)

CURB

CURB

CONSTRUCT PUBLIC CURB RAMP (TYPE 4)

LANDING SPACE AND DETECTABLE WARNING SURFACE (TYP)

CONSTRUCT CONTINENTAL

CROSSWALK MARKINGS LINES(TYP)

CONSTRUCT PUBLIC CURB RAMP (TYPE 5)

AND DETECTABLE WARNING SURFACE (TYP)

ED

GE

OF

PV

M

T

±23'

±50'

5

2

0

5

2

0

5

1

5

5

1

5

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1

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1

0

510

5

1

0

5

1

05

1

0

5

1

0

5

0

5

5

0

5

5

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0

5

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OF

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15" RC

P

I=506.2

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L

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IN

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W 5

3

EL=

511.9

5

2

0

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5

1

3

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510.5

509.8

511.8

510.9

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4

9

6

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491.4

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WH

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509.6

5

1

2

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509.6

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C

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GR

AV

EL

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IVE

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DR

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513.2

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AV

EL

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GR

AV

EL

DR

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G=508.1

15" RC

P SOU

RC

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UN

KN

OW

N

RID

GE

RO

AD

11+

00

11+

50

12+

00

12+50

13+00

13+

50

14+

00

1

4

+

5

0

1

5

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0

1

6

+

0

0

16+

50

17+00

LIN

E

MA

TC

H

LIN

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M

A

TC

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#

9

1

1

# 912

# 914

# 913

# 916# 918

# 920

# 913

# 915

#

9

2

2

#

9

2

4

CONSTRUCT UNDERDRAIN (TYP)

CLEAN DRAINAGE STRUCTURE

RESET EXISTING CASTING

INSTALL BICYCLE SAFE GRATES

RECONSTRUCT INLET USING EXISTING CASTING





CONSTRUCT

HMA SWALES AROUND INLET (TYP)

INSTALL

SCHOOL BUS STOP HEAD S3-1 SIGN

AND POST (TYP)

RESET WOOD CURB (TYP)



E

D

G

E

O

F

P

V

M

T

E

D

G

E

O

F

P

V

M

T

±23'

±40'

5

3

0

5

3

0

530

5

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3

0

530

5

2

5

5

2

5

5

2

5

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5

2

0

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2

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5

2

0

5

2

0

5

1

5

5

1

5

5

1

5

5

1

5

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1

5

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510

5

0

5

5

0

5

5

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1

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5

7

PO

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PO

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LE S

W230 54

WV

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IVE

G=503.9

G=505.7

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GR

ASS

STO

NE

WA

LL

GR

AV

EL

PAVED

DRIVE

GR

AV

EL

DR

IVE

BRU

SH

GR

AV

EL

GR

ASS

GR

AS

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GR

ASS

GR

ASS

PA

VE

D

AP

RO

N

GR

AVEL

GR

AV

EL

GR

ASS

GR

ASS

GR

AV

EL

DR

IVE

15" RC

P I=502.0

GR

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GR

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S

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CK

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EL

PA

VE

D

DR

IVE

PAVED

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IVE

CURB

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S

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1

9

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15" RC

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TRU

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S

T

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N

E

R

E

T

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W

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502.2

510.6

515.6

521.7

526.1

528.6

527.6

528.2

528.1

527.1

525.6

522.6

520.0

513.9

15" RC

P, I=501.5

PIN FO

UN

D

WHITE LINE

WHITE LINE

ST

ON

E

RE

T. W

ALL

BR

US

H

531.6

STA

IRS

/WA

LK

GR

AV

EL P

AR

KIN

G A

RE

A

RO

CK

LED

GE

530.8

532.4

DR

IVE

BIT. BERM

512.5

R

I

D

G

E

R

O

A

D

5+00

5+50

6+

00

6

+

5

0

7

+

0

0

7

+

5

0

8+

00

8

+

5

0

9

+

0

0

9

+

5

0

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11+

00

LIN

E

MA

TC

H

LIN

E

M

AT

CH

ELM

TERRACE

EDGEWOOD

DRIVE

# 905

# 904

# 907

# 906

# 909

# 908

# 908

# 911

#

9

1

2

LIMIT OF

CONSTRUCTION

LIMIT OF

CONSTRUCTION






EDGE O

F PVMT

EDG

E OF P

VMT

±4

0'

±22.8'

±22'

10 4020200

GRAPHIC SCALE

( IN FEET )

1 inch = 20 ft.


BARTLEY SQUARE


FLANDERS, NJ 07836

(973) 252-9340

FAX (973) 252-3069



G

UERIN

&

V

REELAND

ENGINEERING

INC.

2 OF 8

REVISIONS

Date

Description

SCALE: DATE:



1218

RPGMGV

MAR 2018AS SHOWN




NOTES:

Utility locations shown hereon are based on above ground observations only. The type and

location of underground and other utilities are shown schematically and are not guaranteed to

be accurate or all-inclusive. The contractor is responsible to contact the utility companies

involved prior to construction and make his own determinations as to the type, location, depth

and suitability of utilities as may be necessary. The contractor is responsible to verify site

conditions prior to any excavation.

Bearings are based on the New Jersey State Plane Coordinate System 1983 (NAD 83/2011).

Elevations are North American Vertical Datum 1988 feet (NAVD-88), as established by GPS.

REFERENCES:

Topographic Survey of Ridge Road, Prepared for the Township of Stillwater,

Sussex County, New Jersey, Gardell Land Surveying, LLC, 2017.

CONSTRUCTION PLAN

RIDGE ROAD

START TO STA 16+50

LEGEND FOR SYMBOLS AND LINES

PROPERTY MONUMENTEDGE OF PAVEMENT

PROPERTY MARKERSSTONE WALL

BENCH MARKRETAINING WALL

UTILITY POLE PRIVACY FENCE

SIGN CHAIN LINK FENCE

MAIL BOXSTORM DRAIN

INLETROW PARCEL

DECIDUOUS TREE

SPOT ELEVATION


5

0

0

495

4

9

5

490

4

9

0

4

9

0

4

9

0

P

IN

F

O

U

N

D

2

4

"

1

8

"

P

O

L

E

S

W

2

5

7

K

2

3

5

P

O

L

E

S

W

2

5

8

K

3

9

4

9

P

O

L

E

S

W

1

8

7

1

4

8

GR

AS

S

PA

VE

D

DR

IVE

GR

AS

S

BIT RET. WALL

G

=

4

8

4

.7

G

=

4

8

7

.7

G=485.8

G

R

A

S

S

G

R

A

S

S

G

R

A

V

E

L

D

R

IV

E

G

R

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P

V

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A

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G

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A

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A

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S

P

A

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D

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A

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D

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G

R

A

S

S

G

R

A

S

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G

=

4

9

0

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V

M

T

S

E

A

M

G

R

A

S

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G

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A

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S

W

O

O

D

S

G

=

4

9

1

.0

G

=

4

9

8

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1

5

" R

C

P

I=

4

8

2

.7

30" R

C

P

I=479.7

30" R

C

P, I=

480.0

15" R

C

P

I=

481.0

30" RCP

I=481.1

18" RCP

I=481.1

1

8

" R

C

P

I=

4

8

5

.9

1

8

" R

C

P

I=

4

8

6

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1

8

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C

P

, I=

4

8

5

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1

8

"

R

C

P

I=

4

9

4

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1

8

"

R

C

P

I=

4

9

4

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1

5

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C

P

I=

4

8

6

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B

M

IN

P

O

L

E

E

L

=

4

9

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3

491.4

489.4

4

8

6

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4

8

6

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4

8

7

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4

8

9

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4

9

0

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4

9

2

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4

9

4

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4

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GR

AV

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GR

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W

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R

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9

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F

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N

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T

&

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A

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F

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N

C

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GE

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AD

16+

50

17+

00

17+

50

18+

00

18+

50

19+00

19+50

20+

00

2

0

+

5

0

2

1

+

0

0

2

1

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5

0

2

2

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LIN

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# 922

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# 926

# 919

# 921

# 928

# 923

L

IM

IT

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C

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U

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IO

N






CONSTRUCT

HMA SWALES AROUND INLET (TYP)

INSTALL CURB PIECE







C

U

R

B

CU

RB

ED

GE

OF

PV

MT

C

U

R

B

±23'

±40'

5

5

5

5

5

5

5

5

0

5

5

0

5

4

5

5

4

5

5

4

0

5

4

0

5

3

5

5

3

5

530

5

3

0

5

2

5

5

2

5

5

2

0

P

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F

O

U

N

D

PIP

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OU

ND

PO

LE W

/ RIS

ER

S

SW

448 K2344

P

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4

4

7

S

W

4

5

P

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C

6

1

0

2

2

S

W

PO

LE 1

523 SW

PO

LE

SW

449 4

3

PO

LE

SW

450

PO

LE

NJ903S

W

HV

D

D

D

WV

CU

RB

E

D

G

E

O

F

P

V

M

T

W

O

O

D

S

G=527.8

15" C

PP

, I=524.4

CP

P 1

5"

I=524.5

G=529.1

15" RC

P

I=526.3

L=529.6

MH

L=535.3

MH

G

R

A

S

S

L=550.2

MH

G

R

A

S

S

GR

AS

S

WO

OD

S

WO

OD

S

GR

ASS

G=551.0

G=551.5

15" RC

P

I=549.0

15" RC

P

I=548.5

GR

ASS

BM

IN

PO

LE

EL=

546.2

5

2

2

.5

5

2

5

.2

5

2

9

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5

2

9

.6

528.5

532.7

534.5

536.5

538.9

545.0

P

A

V

E

D

D

R

IV

E

P

A

V

E

D

D

R

IV

E

1

5

"

C

P

P

I=

5

2

3

.3

1

5

"

C

P

P

I=

5

2

3

.4

5

2

9

.0

CP

P 1

5"

I=524.5

5

2

8

.5

PAVED

DR

IVE

PAVED

PAVED

DR

IVE

PAVED

DR

IVE

531.1

PAVED

DR

IVE

BIT

. LIP

WO

OD

S

WO

OD

S

G

R

A

S

S

RID

GE

RO

AD

CU

RB

27+

00

27+

50

28+

00

28+50

29+00

29+50

30+00

30+

50

31+

00

31+

50

32+

00

32+

50

33+

00

L

IN

E

M

A

T

C

H

LIN

E

M

AT

C

H

N

.

J

.

S

.

P

.

C

.

S

.

N

A

D

1

9

8

3

EA

ST

EN

D

RO

AD

# 931

LIMIT

OF

CO

NS

TRU

CTIO

N

# 939

# 935# 933

# 934

C

U

R

B

EDGE OF PVMT

EDG

E OF P

VMT

PV

M

T S

EA

M






INSTALL CURB PIECE



±40'

±22'

5

3

0

5

2

5

5

2

5

520

520

5

1

5

5

1

5

5

1

0

5

1

0

5

0

5

5

0

5

500

5

0

0

495

4

9

5

POLE SW1871 48

POLE SW444 47 5

POLE SW

445 47

POLE NJ446S

P

O

L

E

N

J

4

4

7

S

W

4

5

P

O

L

E

J

C

6

1

0

2

2

S

W

CV

C

V

K

IL

L

D

R

IV

E

GRASS

GRASS

GRASS

WOODS

W

O

O

D

S

G

=498.6

G

=499.5

G=511.1

W

O

O

D

S

GRAVEL/BIT

DRIVE

G

=

5

1

1

.3

18" RCP

I=509.3

ED

GE

OF

PV

MT

ED

GE

OF

PV

MT

18" R

C

P

I=

494.3

18" R

C

P

I=494.4

18" R

C

P

I=

494.7

18" RCP, I=

507.1

1

5

" R

C

P

, I=

5

0

8

.8

18" RCP

I=509.3

15" RCP, I=508.7

G=514.9

1

5

" C

P

P

, I=

5

1

2

.0

CPP 15"

I=512.0

G

=

5

1

9

.5

1

5

" C

P

P

I=

5

1

6

.7

W

O

O

D

S

GRASS

G

R

A

S

S

W

O

O

D

S

BM IN POLE

EL=493.73

492.8

494.7

497.3

502.9

5

0

7

.5

5

0

9

.4

5

1

4

.3

5

1

7

.5

5

1

9

.6

5

2

2

.5

5

2

5

.2

PAVED

DRIVE

PAVED

DRIVE

494.0

P

O

S

T

&

R

A

IL

F

E

N

C

E

WH

ITE

LIN

E

WH

ITE

LIN

E

5

0

6

.3

P

A

V

E

D

D

R

IV

E

5

1

0

.9

15" RCP, I=

506.8

CONNECTION U

NKNOWN

F

E

N

C

E

R

E

T

. W

A

L

L

&

F

E

N

C

E

G

R

A

V

E

L

D

R

IV

E

P

A

V

E

D

P

A

V

E

D

D

R

IV

E

1

5

" C

P

P

I=

5

1

8

.3

1

5

" C

P

P

I=

5

2

3

.3

1

5

" C

P

P

I=

5

2

3

.4

RIDGE ROAD

2

1

+

5

0

2

2

+

0

0

22+

50

23+

00

23+

50

24+

00

24+50

25+00

25+50

26+

00

2

6

+

5

0

2

7

+

0

0

2

7

+

5

0

L

IN

E

M

A

T

C

H

L

IN

E

M

A

T

C

H

N

.

J

.

S

.

P

.

C

.

S

.

N

A

D

1

9

8

3

#

9

2

3

# 925

# 927

# 930

# 929

#

9

3

1

C

O

N

S

TR

U

C

TIO

N

E

D

G

E

O

F

P

V

M

T

C

U

R

B

INSTALL CURB PIECE







INSTALL CURB PIECE


±24'

±40'

10 4020200

GRAPHIC SCALE

( IN FEET )

1 inch = 20 ft.


BARTLEY SQUARE


FLANDERS, NJ 07836

(973) 252-9340

FAX (973) 252-3069



G

UERIN

&

V

REELAND

ENGINEERING

INC.

3 OF 8

REVISIONS

Date

Description

SCALE: DATE:



1218

RPGMGV

MAR 2018AS SHOWN




NOTES:









REFERENCES:



CONSTRUCTION PLAN

RIDGE ROAD

STA 16+50 TO STA 32+50







MAIL BOXSTORM DRAIN

INLETROW PARCEL

DECIDUOUS TREE

SPOT ELEVATION


5

9

0

5

8

5

5

8

5

5

8

0

580

5

8

0

5

8

0

5

7

5

5

7

5

5

7

0

5

7

0

565

5

6

5

5

6

0

5

6

0

5

5

5

5

5

5

5

5

0

5

5

0

5

4

5

POLE SW904

POLE SW450

POLE NJ903SW

POLE SW451

PO

LE

SW

452

POLE NJ259SW

CV

HV

D

WV

ED

GE

OF

PV

MT

CU

RB

L=550.2 MH

WOODS

G=551.0

G=551.5

15" RCP

I=549.0

15" RCP

I=548.5

WOODS

WOODS

GRASS

GRASS

WOODS

GRASS

GRAVEL

BRUSH

GRASS

STONE RET. WALL

GRASS

PAVED

DRIVE

GRAVEL

GRASS

GRASS

STO

NE

RE

T. WA

LL

GRASS

BM IN POLE

EL=546.2

545.0

557.2

562.8

573.8

575.3

578.6

581.3

583.6

586.4

589.2

PAVED

PAVED

DRIVE

RID

GE

RO

AD

CURB

PAVED

DRIVE

PAVED

DRIVE

GRAVEL

PARKING

WH

ITE

LIN

E

WH

ITE

LIN

E

WILDWOOD

TERRACE

G=577.9

15" RCP

I=575.7

CONNECTION UNK

32+50

33+00

33+

50

34+00

34+50

35+

00

35+

50

36+

00

36+

50

37+

00

37+

50

38+00

38+50

LIN

E

MA

TC

H

LIN

E

MA

TC

H

N

.

J

.

S

.

P

.

C

.

S

.

N

A

D

1

9

8

3

EAST END

ROAD

# 946

LIM

IT O

F

CO

NS

TR

UC

TIO

N

LIMIT OF

CONSTRUCTION

# 945

# 941

# 9

39


INSTALL CURB PIECE






CURB

CURB

PVMT SEAM



±23'

±40'

605

6

0

5

6

0

5

605

6

0

0

600

600

600

6

0

0

600

G=602.8

PIP

E

P

O

L

E

N

J

4

5

4

S

W

3

4

PO

LE

SW

77 3

3

PO

LE

SW

455 K

23 3

2

WV

N

.

J

.

S

.

P

.

C

.

S

.

N

A

D

1

9

8

3

P

A

V

E

D

D

R

I

V

E

G

R

A

S

S

G

=

6

0

2

.4

S

T

O

N

E

S

T

E

P

S

G

R

A

S

S

G

R

A

S

S

B

R

U

S

H

P

A

V

E

D

D

R

IV

E

B

R

U

S

H

PA

VE

D

DR

IVE

PAVED

DR

IVE

PA

VE

D

DR

IVE

GR

AV

EL

EDGE OF PVMT

EDGE OF PVMT

GRASS

PAVED

DR

IVE

GR

AS

S

GR

AS

S

G

R

AS

S

GR

AS

S

STO

NE

RE

T. WA

LL

D

E

B

R

IS

DE

BR

IS

GR

AS

S

G

R

A

S

S

P

A

V

E

D

D

R

IV

E

P

A

V

E

D

D

R

IV

E

G

R

A

S

S

G

R

A

S

S

602.9

603.6

6

0

3

.1

6

0

4

.1

6

0

2

.8

R

ID

G

E

R

O

A

D

8" DR

AIN

OU

TLET U

NK

4

4

+

0

0

4

4

+

5

0

45+

00

45+

50

46+00

46+50

47+00

47+50

48+00

48+

50

49+

00

49+

50

5

0

+

0

0

L

I

N

E

M

A

T

C

H

LIN

E

MA

TC

H

RIDGE R

OAD

# 954

# 954A

# 956

# 959

# 957

# 955

#

9

5

2

#

9

6

1

#

9

5

8





INSTALL BICYCLE SAFE GRATE




±24'

±40'

605

605

600

6

0

0

600

595

5

9

5

5

9

0

5

9

0

P

O

L

E

S

W

9

0

4

P

O

L

E

N

J

4

5

3

S

W

3

7

1

0

K

PO

LE S

W76 3

6

POLE NJ905SW 10K

EDGE OF PVMT

EDGE OF PVMT

G

R

A

V

E

LD

R

IV

E

G

R

A

S

S

S

T

O

N

E

R

E

T

. W

A

L

L

PA

VE

D

DR

IVE

PAVED

DRIVE

G

R

A

S

S

GR

AV

EL

GR

AS

S

PAVED

DRIVE

GR

AS

S

GR

AS

S

GRASS

ST

ON

E S

TE

PS

WOODS

PAVED

DRIVE

GRASS

WOODS

PAVED/GAVEL

DRIVE

WOODS

WOODS

GRASS

GRASS

PAVED

DRIVE

PAVED

DR

IVE

PA

VE

D

DR

IVE

GRASS

GRASS

STONE STEPS

STONE RET. W

ALLS

G

R

A

S

S

BM

IN P

OLE

EL=

598.4

2

5

8

9

.

2

5

9

2

.

3

5

9

6

.

5

5

9

7

.

2

5

9

7

.

5

5

9

8

.

4

5

9

9

.

1

6

0

3

.

5

6

0

2

.

9

RID

GE

RO

AD

3

8

+

0

0

3

8

+

5

0

3

9

+

0

0

39+50

40+00

40+50

41+00

41+50

42+00

42+50

43+00

43+50

44+

00

L

IN

E

M

A

T

C

H

N

.

J

.

S

.

P

.

C

.

S

.

N

A

D

1

9

8

3

LIN

E

M

AT

CH

#

9

5

5

GARAGE

# 948

# 947

# 949

# 951

# 950

# 952

# 953

#

9

4

5






±22'

±40'

10 4020200

GRAPHIC SCALE

( IN FEET )

1 inch = 20 ft.


BARTLEY SQUARE


FLANDERS, NJ 07836

(973) 252-9340

FAX (973) 252-3069



G

UERIN

&

V

REELAND

ENGINEERING

INC.

4 OF 8

REVISIONS

Date

Description

SCALE: DATE:



1218

RPGMGV

MAR 2018AS SHOWN




NOTES:









REFERENCES:



CONSTRUCTION PLAN

RIDGE ROAD

STA 32+50 TO STA 48+50







MAIL BOXSTORM DRAIN

INLETROW PARCEL

DECIDUOUS TREE

SPOT ELEVATION


605

6

0

0

6

0

0

5

9

5

5

9

5

590

5

9

0

HY

DR

AN

T K

81-D

PO

LE

SW

455 K

23 3

2

PO

LE

SW

881 3

1

PO

LE

NJ57S

W 1

0K

WV

N

.

J

.

S

.

P

.

C

.

S

.

N

A

D

1

9

8

3

PA

VE

D

D

R

IVE

GR

AS

S

GR

ASS

ST

O

N

E R

ET

. W

ALL

GR

AS

S

GRASS

PAVED

DRIVE

PAVED

DRIVE

PA

VE

D

DR

IVE

P

A

V

E

D

D

R

IV

E

P

A

V

E

D

D

R

IV

E

P

A

V

E

D

D

R

IV

E

GRASS

GRASS

G

R

AS

S

G

R

A

S

S

G

R

A

S

S

ED

G

E O

F P

VM

T

ED

G

E O

F P

VM

T

G

R

AS

S

G

R

A

S

S

S

T

O

N

E

R

E

T

.

W

A

L

L

GRASS

GRASS

PAVED

DRIVE

604.1

602.8

601.6

596.7

585.6

RID

GE

RO

AD

C

V

47+

50

48+

00

48+

50

49+

00

49+50

50+00

50+

50

51+

00

51+

50

52+

00

52+

50

53+

00

53+50

LIN

E

M

A

T

C

H

LIN

E

MA

TC

H

#

9

5

6

# 961

# 958

# 963

# 965

# 962

# 960

#

9

6

7






±24'

±40'

±23'

±40'

5

8

5

5

8

5

5

8

5

5

8

5

5

8

0

5

8

0H

Y

D

R

A

N

T

K

8

1

-D

G=584.2

P

O

L

E

N

J

5

7

S

W

1

0

K

POLE SW456

PO

LE

SW

533

D

W

V

W

V

N

.

J

.

S

.

P

.

C

.

S

.

N

A

D

1

9

8

3

OVERLOOK RD

E

D

G

E

O

F

P

V

M

T

E

D

G

E

O

F

P

V

M

T

G

R

A

S

S

G

R

A

S

S

G

R

A

S

S

G

R

A

S

S

PA

VE

D

DR

IVE

GR

AV

EL

DR

IVE

GR

ASS

GR

AS

S

GR

AS

S

GR

ASS

GR

ASS

PV

C 1

2"

I=582.1

PA

VE

D

DR

IVE

L=583.8

MH

P

A

V

E

D

D

R

IV

E

BM IN POLE

EL=585.07

PO

LE S

W906

5

8

5

.6

5

8

4

.6

5

8

4

.3 5

8

4

.9

5

8

4

.8

5

8

0

.4

5

7

9

.7

RIDGE ROAD

W

V

5

8

5

.3

5

8

5

.5

5

8

3

.3

5

8

1

.7

M

O

N

. F

O

U

N

D

57+

50

5

2

+

5

0

5

3

+

0

0

5

3

+

5

0

54+

00

54+

50

55+00

55+50

56+00

56+50

57+00

L

I

N

E

M

A

T

C

H

MEADOWBROOK

ROAD

# 967

# 966

# 970

# 941

LIMIT

OF

CO

NS

TR

UC

TIO

N

LIM

IT

O

F

C

ON

ST

RU

CT

IO

N

± S

ta 57+

20


INSTALL CURB PIECE




C

O

N

S

T

R

U

C

T

M

IL

L

IN

G

A

N

D

P

A

V

IN

G

(T

Y

P

)



ED

GE

OF

PV

MT

EDGE OF PVMT

CURB

PV

MT S

EA

M

±2

3'

±4

0'

10 4020200

GRAPHIC SCALE

( IN FEET )

1 inch = 20 ft.


BARTLEY SQUARE


FLANDERS, NJ 07836

(973) 252-9340

FAX (973) 252-3069



G

UERIN

&

V

REELAND

ENGINEERING

INC.

5 OF 8

REVISIONS

Date

Description

SCALE: DATE:



1218

RPGMGV

MAR 2018AS SHOWN




NOTES:









REFERENCES:



CONSTRUCTION PLAN

RIDGE ROAD

STA 48+50 TO END







MAIL BOXSTORM DRAIN

INLETROW PARCEL

DECIDUOUS TREE

SPOT ELEVATION


TRAFFIC

TRAFFIC

LIMIT OF MILLING OPERATION

EXISTING PAVEMENT

SEE NOTE

NOTE:

N.T.S.

END TREATMENT FOR MILLING OPERATIONS

MILLING TRANSITIONS

50H:1V

50H:1V

REF: NJDOT CD-401-1.1


B (SEE NOTE 2)

A (SEE NOTE 1)

C (SEE NOTE 3)

D (SEE NOTE 4)

EDGE DEVELOPED BY

MILLING OPERATION

MILLED AREA

EDGE DEVELOPED BY

MILLING OPERATION

MILLING

HMA SURFACE COURSE TO BE REMOVED AND

THE RADIUS CAUSED BY MILLING SQUARED

PRIOR TO FINAL PAVING.

HMA SURFACE COURSE

HMA SURFACE COURSE

NOTES:

1. USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN

LEADING EDGE DEVELOPED BY MILLING OPERATION IS EQUAL TO

OR GREATER THAN 1 INCH. NONE REQUIRED FOR EDGE LESS THAN

1 INCH.

2. ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE

IN THE MILLING TRANSITION IS NOT LESS THAN B. B IS EQUAL TO

2 INCHES OR A, WHICHEVER IS LESS.

3. USE HMA SURFACE COURSE IN THE MILLING TRANSITION WHEN TRAILING EDGE

DEVELOPED BY MILLING OPERATION IS EQUAL TO OR GREATER THAN 11/2 INCHES.

NONE REQUIRED FOR EDGE LESS THAN 11/2 INCHES.

4. ENSURE THAT THE THICKNESS OF THE HMA SURFACE COURSE IN THE MILLING

TRANSITION IS NOT LESS THAN D. D IS EQUAL TO 2 INCHES OR C, WHICHEVER IS

LESS

REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION.

ENSURE THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END

TREATMENT IS NOT APPLICABLE TO TEMPORARY LIMITS OF MILLING (i.e. END OF WORKDAY).

IT IS APPLICABLE TO ALL AREAS WHERE THE COMPLETED MILLING OPERATION MATCHES ANY

EXISTING PAVEMENT INCLUDING BRIDGES.

AA

B

B

C

C

SECTION A-A

SECTION B-B

SE

CT

IO

N C

-C

NOTES:

INLET TYPE B AND TYPE C CASTING

1" DIA. HOLES TO BE

FITTED WITH FOUR 7/8"

DIA. HEX. BOLTS, 3" LONG

BY THE CONTRACTOR.

STORM DRAIN

INLET LABELING

NON-SKID

SURFACE

BA

CK

CU

RB

P

IE

CE

FRAME

1'-10"

2'-0"

4'-0"

9"9"

9"

18"18"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3" 3"

3"

3"

3"

3"

11/4"

11/4"

11/4"

11/4"

1"

21/4"

21/2"

2"

2"

11/8"

12"

1/2" TYP.

21/2"

51/2"

11/2"

51/2"

51/2"

4'-6"

13/4"

1/2"

WEIGHT OF GRATE = 300 ± 15 LBS

WEIGHT OF FRAME = 312#

WEIGHT OF BACK = 120#

3"

8"

3"

3'-6"

4'-0"

3"

41/4"

33/4"

1" TYP.

HE

IG

HT

A

S

SP

EC

IF

IE

D

5/8"

MIN.

5/8"

MIN

.

6"= 125#

8" = 167#

10" = 209#

12" = 251#

WEIGHT OF CURB PIECE

2.

3'-73/4"

11/4"

2"

6" 6" 6" 6"

3" 2"

SEE ALTERNATE BACK PLATE DETAIL NJDOT CD-602-2.5.

DIMENSIONS, WEIGHTS, AND OTHER CRITERIA SHOWN ON THESE DETAILS

ARE FOR CLASS 35B CAST IRON.

THE CLEAR SPACE IN THE CURB OPENING OR EACH INDIVIDUAL CLEAR

SPACE, IF THE CURB OPENING HAS TWO OR MORE CLEAR SPACES MUST

HAVE AN AREA OF NO MORE THAN SEVEN (7.0) SQUARE INCHES, OR BE NO

GREATER THAN TWO (2.0) INCHES ACROSS THE SMALLEST DIMENSION.

STORM DRAIN INLET LABEL TO READ "NO DUMPING, DRAINS TO WATERWAYS"

OR OTHERWISE APPROVED BY THE R.E. INCLUDE FISH LOGOS ON BOTH

SIDES OF LABEL.

1.

1/2" R TYP.

SEE

NOTE 4

11/2"

4'-11/2"

51/16" 51/8" 51/8" 51/8" 51/16"

27/8"

51/2"

11/4"

VAR.

CURB OPENINGS

AS SPECIFIED

6", 8", 10", OR 12",

4" (NO CURB OPENINGS),


BICYCLE SAFE

GRATE

MINIMUM WEIGHTS

CLASS 35B

N.T.S.

TYPICAL SECTION

AS SHOWN ON PLAN

CURB

(AS SHOWN ON PLAN)

AS SHOWN ON PLAN

2% min (TYP)2 % min (TYP)

℄

N.T.S.

LEVELING COURSE

4" YELLOW CENTERLINE STRIPES

(AS SHOWN ON PLAN)

HMA MILLING AND PAVING

2" HOT MIX ASPHALT

9.5M64 SURFACE COURSE

TACK COAT

3.

4.

GENERAL NOTES:

1. INLETS MAY BE CONSTRUCTED OF BRICK, CONCRETE,

CONCRETE BLOCK, OR PRECAST CONCRETE. WALLS TO BE

8 INCHES THICK IF BRICK AND 6 INCHES THICK IF

CONCRETE, CONCRETE BLOCK, OR PRECAST CONCRETE.

INLET FOUNDATIONS AND INVERTS TO BE CLASS B

CONCRETE.

2. CORBELLING OF INLET WALLS WILL BE PERMITTED AT THE

RATE OF 1/2 INCH PER 8 INCHES OF HEIGHT; MAXIMUM

CORBEL 6 INCHES PER WALL.

3. EXCEPT FOR INLETS TYPE A AND C, FOUNDATIONS AND

INVERTS TO BE CONSTRUCTED IN TWO STAGES, AND THE

BOTTOM OF THE FOOTINGS TO BE 8 INCHES BELOW THE

OUTER WALL OF THE LOWEST PIPE IN THE INLET.

4. WHEN THE DEPTH OF AN INLET THAT IS NOT PRECAST

EXCEEDS 10 FEET AS MEASURED FROM TOP OF GRATE TO

INVERT, WALLS BELOW A DEPTH OF 8 FEET TO BE 12 INCHES

THICK AND THE DEPTH OF FOUNDATION INCREASED TO 12

INCHES. WHEN ROCK IS ENCOUNTERED, THE DEPTH OF THE

FOUNDATION NOT TO BE INCREASED.

5. PLACE INLET FOUNDATIONS WHICH ARE PRECAST ON A 6

INCH THICK BED OF COMPACTED COARSE AGGREGATE

EXTEND THE COARSE AGGREGATE 6 INCHES BEYOND THE

HORIZONTAL LIMITS OF THE INLET FOUNDATION.

6. ADJUST CASTINGS FOR PRECAST INLETS TO GRADE WITH

COURSES OF BRICK, AS REQUIRED, 12 INCHES MAXIMUM.

7. WHEN THE DEPTH OF A PRECAST INLET EXCEEDS 10 FEET

AS MEASURED FROM TOP OF GRATE TO INVERT, THE

FOUNDATION IS TO BE INCREASED TO 12 INCHES. WHEN

ROCK IS ENCOUNTERED, THE DEPTH OF THE FOUNDATION

IS NOT TO BE INCREASED.

8. MINIMUM WALL REINFORCEMENT FOR PRECAST INLETS

TYPES A, B, C, E, D-1, D-2, AND B MODIFIED:

DEPTH BELOW HORIZONTAL VERTICAL WALL

TOP OF GRATE REINF. REINF. THK.

0' TO 10'-0" #13 @ 10" C.C. #13 @ 18" C.C. 6"

10'-1" TO 15'-0" #13 @ 8" C.C. #13 @ 18" C.C. 6"

15'-1" T0 20'-0" #13 @ 6" C.C. #13 @ 18" C.C. 6"

REINFORCING SHOWN FOR PRECAST INLETS IS THE

MINIMUM REQUIRED. ADDITIONAL REINFORCING FOR

HANDLING IS THE RESPONSIBILITY OF THE CONTRACTOR.

ALTERNATE REINFORCEMENT

DEPTH BELOW

TOP OF GRATE

0' TO 10'-0" WWF 3 x 6 W6 WIRES SPACED AT 3" TO

RUN HORIZONTAL IN ALL CASES.

10'-1" TO 15'-0" WWF 3 x 6 W6 ADD #10 REINFORCEMENT

STEEL @ 18" HORIZONTAL.

15'1" TO 20'0" WWF 3 x 6 W6 ADD #10 REINFORCEMENT

STEEL @ 9" HORIZONTAL OR ADD #13

REINFORCEMENT STEEL AT 15"

HORIZONTAL.

9. DIMENSIONS, WEIGHTS, AND OTHER CRITERIA SHOWN ON

THESE DETAILS ARE FOR CLASS 35B CAST IRON.

REF NJDOT CD-602-1.6

GENERAL NOTES:

ALL SIGNS TO BE ASTM D 4956 TYPE III SHEETING.

S3 - 1 [36" X 36"]

(9 S.F.)

FOR SIGN SUPPORT INFORMATION SEE CD-612-4.

1.

2.

3.

DIMENSIONS, COLORS, AND DETAILS OF VARIOUS SIZE SIGNS, SHIELDS,

AND ACCESSORY PANELS TO FOLLOW STANDARDS IN THE CURRENT

"STANDARD HIGHWAY SIGNS PUBLICATION" AND THE CURRENT

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

AND HIGHWAYS".

N.T.S.

HMA = HOT MIX ASPHALT

3" 3"

6"

VAR. VAR.

PAV'T


HMA SURFACE

2" THICK

DENSE GRADED AGGREGATE

BASE COURSE, 4" THICK.

2% MAX

HMA SIDEWALK

HMA SIDEWALK, 6" THICK

4" WHITE EDGELINE STRIPES

(AS SHOWN ON PLAN)

BA

A

C

B

C

1"

1"

2 3/8"

1"

SECTION C-C

2 1/2"

SECTION B-B

3 7

/8

"

4 3

/8

"

SECTION A-A

3 7/8"

4 3/8"

4 3/8"

2 1/2"

1 3/8"

1'-9 3/4"

3/4"

1 1/2"

4 3/8"

3'-113/4"

11/4"

4 3/8"

3/4"

5/8"

BICYCLE SAFE GRATE

DUMP NO WASTE DRAINS TO WATERWAYS

DUMP NO WASTE DRAINS TO WATERWAYS

WITH MARKINGS

N.T.S.


DIMENSIONS, WEIGHTS AND OTHER

CRITERIA ARE FOR CLASS 35B CAST IRON ONLY.

GUTTER ELEVATION

BACKFILL MATERIAL

PROFILE GRADE

AS DIRECTED

1'-6"

MIN

.

1'-6" FLAP, BOTH SIDES,

TO BE FOLDED

OVER TOP OF DRAIN.

GEOTEXTILE

4'-4"

12" PLUS OUTSIDE DIAMETER OF PIPE

NOTES:

6"

6" DIA. PERFORATED PVC OR

TYPE SP-HDPE PIPE.


COARSE AGGREGATE,

SIZE NO. 57

UNDERDRAIN IS SHOWN PARALLEL TO THE EDGE OF

PAVEMENT, BUT MAY BE USED IN OTHER LOCATIONS

IF SO DIRECTED BY THE RE.

N.T.S.

UNDERDRAIN

NOTES:

1. MACHINE EXTRUDED, HOT MIX ASPHALT CURB

TO BE INSTALLED PRIOR TO SURFACE COURSE PAVING.

2. THE LIMITS OF HMA CURB TO BE ESTABLISHED IN THE FIELD.

NEW SURFACE PAVEMENT (TYP)

MACHINE EXTRUDED HMA CURB (TYP)

N.T.S.

HMA CURB

3. DIMENSIONS TO MATCH EXISTING CURB.

MIN 6" FACE (TYP)


BARTLEY SQUARE


FLANDERS, NJ 07836

(973) 252-9340

FAX (973) 252-3069



G

UERIN

&

V

REELAND

ENGINEERING

INC.

6 OF 8

REVISIONS

Date

Description

SCALE: DATE:



1218

RPGMGV

MAR 2018AS SHOWN




CONSTRUCTION

DETAILS

RIDGE ROAD


N.T.S.

VARIABLE

2% M

AX.

CURB RAMP

SECTION A-A

NOTE:

CURB TO BE FLUSH WITH

ROADWAY PAVEMENT

H=CURB HEIGHT

12H

:1V

MA

X.

CURB RAMP OPENING TO BE FLUSH WITH ROADWAY

PAVEMENT (CURB RAMP TYPES 5 & 6).

1'-6" 1'-6"SDWK.

WIDTH


SECTION THROUGH CURB RAMPS 1 THROUGH 4

VARIABLE

CURB RAMP

12H

:1V

MA

X.

2% M

AX.

SECTION THROUGH CURB RAMPS 5 AND 6

4' MINIMUM SIDEWALK

TURNING SPACE WIDTH

SIDEWALK

(PUBLIC SIDEWALK CURB RAMP)

SEE NOTE 4

W

A

A

B

B

CURB RAMP TYPE 5

4' MIN. 4' MIN.

12H:1V MAX.

12H:1V MAX.

1'-6"

W

CURB

RAMPS

TURNING SPACE

1

0

H

:

1

V

M

A

X

.

ALIGNED OFFSET

WIDTH

H=CURB HEIGHT

1'-6"SDWK.VARIABLE

1

0

H

:1

V

M

A

X

.

SECTION B-B

NOTES:

1. KEEP TURNING SPACE, APPROACH SIDEWALK TRANSITIONS, AND CURB RAMP CLEAR OF OBSTRUCTIONS THAT

PROTRUDE ABOVE THE SIDEWALK.

2. FOR DIMENSIONS SEE CD-606-3 AND CD-606-4.

3. CURB (DROPPED CURB) GUTTERLINE TO BE FLUSH WITH ROADWAY PAVEMENT THE ENTIRE WIDTH OF THE

RAMP (4 FEET MIN) AT ALL CURB RAMPS.

4. FOR CURB RAMP TYPES 5 AND 6, IF A GRASS BUFFER DOES NOT EXIST, SLOPE CURB TO EQUAL SLOPE OF

ADJACENT CURB RAMP.

5. SIDEWALK AND CURB RAMP WITHIN AREA ENCLOSED BY HEAVY LINES INDICATES THE PAY LIMIT FOR

CONCRETE SIDEWALK OF THE APPROPRIATE ADJACENT THICKNESS.

6. CURB AND HEADER WITHIN AREA ENCLOSED BY HEAVY LINES INDICATES THE PAY LIMIT FOR VERTICAL CURB

OR SLOPING CURB OF THE APPROPRIATE ADJACENT SIZE AND KIND.

7. WHERE THE DISTANCE FROM THE GUTTER LINE TO THE OUTSIDE EDGE OF SIDEWALK IS 6 FEET OR LESS, USE

CURB RAMP TYPE 7, INSTEAD OF CURB RAMP TYPE 1 THROUGH 4.

8. CROSSWALKS AND STOP LINES MAY BE MARKED OR UNMARKED. SEE PLANS.

9. THE 12H:1V MAX SLOPE IS THE RUNNING SLOPE FOR CURB RAMPS, BUT ONLY THE 12H:1V SLOPE MEASURED

AS X

2

IS THE RUNNING SLOPE FOR TYPE 3 AND TYPE 4 CURB RAMPS. ENSURE THE RUNNING SLOPE OF CURB

RAMPS DOES NOT REQUIRE ITS LENGTH TO EXCEED 15 FEET. THE RUNNING SLOPE MAY EXCEED THE 12H:1V

MAX SLOPE SO AS NOT TO EXCEED THE 15 FEET MAXIMUM LENGTH.

10. CURB RAMP TYPE 1 THROUGH 7 ARE NORMALLY PLACED ON THE RADIUS RETURN AT THE INTERSECTION AND

ON A TANGENT SECTION AS DRAWN.

7

'

W

Y

S

I

D

E

W

A

L

K

C

U

R

B

R

A

M

P

G

U

T

T

E

R

L

I

N

E

H

=

C

U

R

B

H

E

I

G

H

T

A

P

P

R

O

A

C

H

S

D

W

K

.

T

R

A

N

S

.

A

P

P

R

O

A

C

H

S

D

W

K

.

T

R

A

N

S

.

1

'

-

6

"

1

'

-

6

"

CURB RAMP TYPE 4

4

'

2

L

2

X

2

X

1

2

H

:

1

V

M

A

X

.

2

%

M

A

X

.

1

2

H

:

1

V

M

A

X

.

4

'

T

U

R

N

I

N

G

S

P

A

C

E

(GRASS BUFFER STRIP WITH

TURNING SPACE REQUIRED)

4

'

M

I

N

.

2% MAX.2% MAX.

4

'

M

I

N

.

S

I

D

E

W

A

L

K

G

U

T

T

E

R

L

I

N

E

H

=

C

U

R

B

H

E

I

G

H

T

2% MAX.

CURB RAMP

1

'-

6

"

7

'

4

'

M

I

N

.

1

'-

6

"

2

%

M

A

X

.

4

'

M

I

N

.

W

1

2

H

:

1

V

M

A

X

.

N.T.S.

DETECTABLE WARNING SURFACE

ALTERNATE TREATMENT PREFERRED TREATMENT

A

BC

LO

CA

TE

R

AM

P

CURB RAMP

CURB RAMP

CURB RAMP

(T

YP

.)

TH

IS

S

ID

E O

F

LIN

E C

B

LOCATE RAMP

THIS SIDE OF

LINE AB

SD

WK

.

LOCATION OF CURB RAMP TYPES 1, 2, 3, 4 & 7

FOR CROSSING PARALLEL AND PERPENDICULAR

TO HIGHWAY

CROSSWALKS

(SEE NOTE 2)

CURB RAMP

WIDTH

24" M

IN

.

CU

RB

R

AM

P

DE

LIN

EA

TIO

N

CURB

0.65" MIN.

BASE TO BASE

T.D. SPACING

1.6" MIN. TO 2.4" MAX.

CENTER TO CENTER

T.D. SPACING

SIDEWALK

PLAN VIEW

ELEVATION

0.45" MIN. TO 0.90" MAX.

TOP DIAMETER

0.90" MIN. TO 1.4" MAX.

BASE DIAMETER

TRUNCATED

DOME (T.D.)

0.20"

SIDEWALK

COLOR SURFACE

(SHADED AREA)

DIRECTION OF TRAVEL ON RAMP

0" MIN., 6" DESIRABLE, MEASURED FROM

BACK OF CURB EDGE RADIUS

(SEE NOTE 3) (SEE NOTE 3)

DETECTABLE WARNING SURFACE


NOTES:

1. KEEP TURNING SPACE, APPROACH SIDEWALK TRANSITIONS, AND CURB RAMP CLEAR OF

OBSTRUCTIONS THAT PROTRUDE ABOVE THE SURFACE.

2. CROSSWALKS AND STOP LINES MAY BE MARKED OR UNMARKED, SEE PLANS.

3. CONSTRUCT CURB RAMP TYPES 1, 2, 3, 4 & 7 PERPENDICULAR TO CURBLINE, AS SHOWN.

4. A STANDARD DETECTABLE WARNING (DWS) SURFACE IS NOT AVAILABLE TO FIT THIS APPLICATION,

AND THERE ONE WILL NEED TO BE CUSTOMIZED. THE DWS SHOULD COVER THE ENTIRE WIDTH OF

THE RAMP. THE ROWS OF DOMES ON THE DWS SHOULD FOLLOW THE DIRECTION OF TRAVEL OF THE

RAMP, SO PEDESTRIANS WHO USE MOBILE DEVICES CAN TRACK BETWEEN DOMES.

SEE NOTE 10

VARIABLE LANDING OR

TURNING SPACE

BOTH ENDS OF THE BOTTOM GRADE

BREAK ARE LESS THAN 5'

FROM BACK OF CURB.

(PLACE NEXT TO BOTTOM

OF GRADE BREAK)

ONE OR BOTH ENDS OF THE BOTTOM

GRADE BREAKS ARE GREATER

THAN 5' FROM BACK OF CURB.

PREFERRED TREATMENT ALTERNATE TREATMENT

(SEE NOTE 4)

PLACEMENT OF DETECTABLE WARNING SURFACE

FOR CURB RAMP TYPE 5 AND 6

(PLACE 0" MIN., 6" DES.

BEHIND BACK OF CURB)


BARTLEY SQUARE


FLANDERS, NJ 07836

(973) 252-9340

FAX (973) 252-3069



G

UERIN

&

V

REELAND

ENGINEERING

INC.

7 OF 8

REVISIONS

Date

Description

SCALE: DATE:



1218

RPGMGV

MAR 2018AS SHOWN




CONSTRUCTION

DETAILS

RIDGE ROAD


GROOVED

PAVEMENT

BRAKE

G

I

V

E

U

S

A

S

l

o

w

D

o

w

n

!

W99 - 2 [36" x 36"]

NOTE:

THE BORDER, THE WORDS "GIVE US A",

"SLOW DOWN!", AND THE BRAKE PEDAL ARE BLACK;

LEAVING THE WORD "BRAKE" ORANGE.

W8 - 15 [36" x 36"]

12. SUBMIT A PLAN FOR THE SAFE ACCESS OF CONSTRUCTION VEHICLES

THROUGHOUT THE WORK SITE WHERE SPACE CONSTRAINTS PREVENT THE

USE OF LANE CLOSURES. SUBMIT THE PLAN TO THE ENGINEER IN

ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

N.T.S.

Lane

Lane

D

D

D

D

DDD

D

DD

DD

D

D

D

D

S

S

VARIES

BUFFER 150'

S

150'

30'

W5-1

W5-1 W21-1

200'

36" x 36"

100'100'

36" x 36" 36" x 36"

ROAD

NARROWS

WORK

AREA

D

D

D

D

DDD

D

D

D

D

D

D

D

TYPICAL APPLICATION

SHOULDER WORK WITH MINOR ENCROACHMENT

D

D

ROAD

NARROWS

11'

1.

1.

2.

3.

4.

5.

1.

1.

STEEL POSTS IN ACCORDANCE WITH THE STANDARD

DETAIL FOR U-POST SIGN SUPPORT.

GENERAL NOTES:

BACKING MATERIAL

TEMPORARY SIGN SUPPORTS

SIGN FACES

FASTENING

WOOD POSTS TO HAVE A UNIFORM CROSS-SECTION AND NOT TO EXCEED

THE FOLLOWING DIMENSIONS FOR:

USE WELL SEASONED LUMBER FOR SIGN SUPPORTS, FREE OF SPLITS,

KNOTS AND WARPS, OR OF STEEL COMPONENTS.

USE SIGN FACES OF ASTM D 4956 TYPE VII OR VIII FLORESCENT ORANGE

SHEETING.

SECURELY FASTEN ALL SIGNS TO THEIR SUPPORTS WITH BOLTS, NUTS AND

WASHERS, AS SPECIFIED.

1. DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS,

AND ACCESSORY PANELS TO FOLLOW STANDARDS IN THE

CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND

THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES FOR STREETS AND HIGHWAYS".

THREE POSTS = 3" x 5" OR 4" x 4"

TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA TO BE SHIELDED

BY A LONGITUDINAL BARRIER OR CRASH CUSHIONS.

USE ALUMINUM FLAT SHEET OF ALLOY AND TEMPER 5052-H38 OR

6061-T6:

A. 0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS

SHOWN MOUNTED ON BREAKAWAY BARRICADES.

B. 0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN

MOUNTED ON BREAKAWAY BARRICADES.

SINGLE POST = 4" x 6"

TWO POSTS = 3" x 6" OR 4" x 5"

4" X 6" WOOD POSTS TO BE MODIFIED BY DRILLING 1

1

2

INCH DIAMETER HOLES 4 INCHES AND 18 INCHES ABOVE THE

GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.

NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS

MOUNTED ON WOOD SUPPORTS TO BE 7 FOOT MINIMUM. EMBEDMENT

DEPTH FOR THE WOOD POST NOT TO EXCEED 3.5 FEET.

3. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE

IN ACCORDANCE WITH THE CURRENT "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES FOR STREETS AND HIGHWAYS".

11. ENSURE ALL EXISTING ROAD SIGNS, PAVEMENT MARKINGS AND/OR

PLOWABLE PAVEMENT REFLECTORS WHICH CONFLICT WITH THE PROPOSED

TRAFFIC CONTROL PLAN ARE COVERED, REMOVED OR RELOCATED.

7. LOCATE A W1-6 (ARROW) SIGN MOUNTED ON A BREAKAWAY BARRICADE AND

CENTERED ON THE CLOSED WIDTH 100 FEET BEYOND EACH INTERSECTION

OR MAIN ACCESS POINT WITHIN THE AREA OF A LANE OR SHOULDER

CLOSURE.

9. USE CONSTRUCTION SIGNS W8-9A (SYMBOL FOR UNEVEN PAVEMENT) AND

W8-15 (GROOVED PAVEMENT) WHEN SUCH PAVEMENT CONDITIONS EXIST.

8. PLACE CONSTRUCTION SIGNS R11-4 (ROAD CLOSED TO THRU TRAFFIC) AT

THE INTERSECTING STREETS WHICH ARE CLOSED TO TRAFFIC BECAUSE OF

CONSTRUCTION.

2. LETTERS AND NUMERALS SHALL CONFORM TO THE CURRENT MANUAL,

"STANDARD ALPHABETS FOR HIGHWAY SIGNS" U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.

4. ADVANCE WARNING SIGNS, DISTANCES, AND TAPER LENGTHS MAY BE

EXTENDED, AT DIRECTION OF THE ENGINEER, TO ADJUST FOR REDUCED

VISIBILITY DUE TO HORIZONTAL AND VERTICAL CURVATURE OF THE

ROADWAY.

5. ENSURE PRIOR TO ANY ROAD CONSTRUCTION TRAFFIC CONTROL SIGNS

AND DEVICES ARE IN PLACE. DO NOT PLACE TRAFFIC CONTROL DEVICES

FOR LANE CLOSURE WITHOUT ACTUAL LANE CLOSURES AND REMOVE

IMMEDIATELY UPON REMOVAL OF THE CLOSURES.

6. CONSTRUCTION SIGN W99-2 (GIVE US A BRAKE) SHALL BE LOCATED 200

FEET IN ADVANCE OF PROJECT LIMITS.

10. WHERE REQUIRED MAKE PROVISIONS FOR MAINTAINING PEDESTRIAN

CROSSING LOCATIONS.

BREAKAWAY

BARRICADE

CHANNELIZING

DEVICE

(L OR R)

W1- 6 [48" x 24"]

N.T.S.

11"

11"

11"

8" M

IN

. T

O

12" M

AX

.

4'-0"

TRAFFIC CONTROL DEVICES

BREAKAWAY BARRICADES

5'-0" M

IN

.

TYPE III BARRICADE - FRONT VIEW

45°

NOTES:

1. ENSURE THE 8" MIN. x 48", TO 12" MAX. x 48" BARRICADE RAILS TO BE ATTACHED

ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.

2. ENSURE ORANGE AND SILVER (WHITE) STRIPES TO BE RETROREFLECTIVE

SHEETING, ASTM D 4956 TYPE III. ALTERNATE ORANGE AND SILVER (WHITE)

STRIPES 6" WIDE SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE

DIRECTION TRAFFIC IS TO PASS.

4. THE FRAMING, RAILS AND BALLAST FOR BARRICADE BARRICADE TO BE

NCHRP-350 CRASHED TESTED AND FHWA APPROVED.

5. IF NECESSARY, FABRICATE THE BALLAST AND PLACE ACCORDING TO THE

MANUFACTURE'S RECOMMENDATION.

NON-REFLECTORIZED SPACE (ORANGE)

2" MAX. NON-REFLECTORIZED SPACE

(ORANGE) ( TYP.)

18" MIN. DIA.

DRUMS

36" A

PP

RO

X.

BASE DIA. MAY BE LARGER THAN TOP DIA.

TRAFFIC CONES

TRAFFIC CONES MUST BE

PREDOMINATELY ORANGE

IN COLOR.

PLASTIC OR RUBBER,

MIN. WEIGHT 7 LBS.

BASE

14" MIN.

71/2" MIN. O.D.

28" M

IN

.

2" SPACE

3" TO 4" SPACE

FOR HANDLING.

13/4" MIN. O.D.

BASES MAY BE OF BREAKAWAY

BALLASTED TYPE.

MINOR MANUFACTURER'S VARIATIONS

MAY BE ACCEPTABLE UPON APPROVAL

OF THE ENGINEER.

NOTES:

ENSURE THE TOP OF THE DRUM IS NOT OPEN. CONSTRUCT DRUMS TO INHIBIT ROLLING IF KNOCKED OVER.

6" SILVER (WHITE)

RETROREFLECTIVE

SHEETING, ASTM D-4956 TYPE III

4" SILVER (WHITE)

RETROREFLECTIVE

SHEETING, ASTM D-4956 TYPE III

6" MIN. REFLECTORIZED STRIPES

FLOURESCENT ORANGE




ENSURE THE REFLECTORIZED AREA OF DRUMS IS ROUND EXCEPT THAT OTHER SHAPES, WHICH

PROVIDE THE SAME VISIBILITY AS AN 18 INCH DIAMETER ROUND DRUM REGARDLESS OF

ORIENTATION, MAY BE USED.

WHEN BALLAST IS REQUIRED, USE SAND. THE MAXIMUM WEIGHT OF THE BALLAST SHALL BE 50 LBS. AND IS TO BE

LOCATED APPROXIMATELY AT GROUND LEVEL. ALTERNATE TYPES OF BALLAST MUST BE APPROVED BY THE R.E.

6" MIN. REFLECTORIZED

STRIPES WHITE

ENSURE DRUMS ARE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT

ORANGE AND WHITE RETROREFLECTIVE STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES

BETWEEN THE STRIPES, THEY ARE TO BE NO MORE THAN 2" WIDE. ENSURE RETROREFLECTIVE SHEETING FOR

STRIPES CONFORMS WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.

SLOW

NON-REFLECTIVE BLACK

HANDLE

BLACK MESSAGE AND

BORDER ON ORANGE

BACKGROUND.

WHITE MESSAGE AND

BORDER ON RED

BACKGROUND.

7'

STOP VIEW

SLOW VIEW

STOP / SLOW PADDLE

R 1 - 1

24"x 24",

8" C LETTERS

24"x 24",

8" B LETTERS

NOTE:

SIGN FACES TO BE RETROREFLECTIVE

SHEETING, ASTM D 4956 TYPE III.


STOP

6.USE WOOD POST ONLY ON TEMPORARY SIGN SUPPORTS.


BARTLEY SQUARE


FLANDERS, NJ 07836

(973) 252-9340

FAX (973) 252-3069



G

UERIN

&

V

REELAND

ENGINEERING

INC.

8 OF 8

REVISIONS

Date

Description

SCALE: DATE:



1218

RPGMGV

MAR 2018AS SHOWN




TRAFFIC CONTROL

PLAN

RIDGE ROAD

SIGN

DESCRIPTION QUANTITY

2

2

5

2

DESIGNATION

W20-1F

W21-1

G20-2

W99-2

END ROAD WORK

ROAD WORK AHEAD

WORKER SYMBOL

GIVE US A BRAKE

SIGN SCHEDULE

2 W5-1ROAD NARROWS

N.J.S

.P

.C

.S

. N

AD

1983

N.T.S

S

ROAD

WORK

W20 - 1F

[36" x 36"]

AHEAD

S

S

END

ROAD WORK

G20 - 2

[36" x 18"]

S

S

ROAD

WORK

W20 - 1F

[36" x 36"]

AHEAD

END

ROAD WORK

G20 - 2

[36" x 18"]

S

S

ROAD

WORK

W20 - 1F

[36" x 36"]

AHEAD


ridge road improvements - phase i & ii · 2018-04-23 · ridge road improvements - phase i...

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