sinatra dr river st - granicus

PORTE

COCHERE

VIDEO CAMERA

LOCATIONS

R

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PARKING

GARAGE

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VALET

GARAGE

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CAMERA 1

CAMERA 2

Facts Established With “W” Hotel Surveys

1. Average of Valet Processing Times (pull up to pull away) was 2 minutes and 18 seconds. This negatively affects the queueing in the Porte Cochere and number of valet attendants needed.

2. TNC (Uber, Lyft, Taxi) usage is 50% in the Hoboken area. This is higher than the 30% credit taken and accepted previously. This reduces the need for valet attendants, but TNC vehicles are in the Porte Cochere as an entry/exit vehicle.

3. The “W” Hotel has immediate on‐site valet parking and public parking within 100 feet of the Hotel entrance. The Porte Cochere allows for 16 queued vehicles before blocking 3rd Street.

4. The “W” Hotel has 223 rooms while the proposed hotel will have 349 rooms or 60 % more rooms.

11/26/2019 PROVIDENT DESIGN ENGINEERING, PLLC 1

Queueing Analysis / Graphs

Important Factors

1. Vehicle Processing Times – Pull up to pull awayPDE tested 90 seconds and 138 seconds (measured)

2. Service Channels or Lanes = 2 (20.5 feet wide driveway)

3. Volume Demand (VPH) range for different volumes

4. Resultant Queue of Vehicles 1. Average2. 95th Percentile – Design Standard


0

5

10

15

20

25

0 20 40 60 80 100 120 140 160 180 200

AVER

AGE

QU

EUE

LEN

GTH

(VEH

ICLE

S)

DEMAND VOLUME (VPH)

AVERAGE QUEUE LENGTH (50% CONFIDENCE INTERVAL)90 Second Processing Time

HILTON HOTEL PROPOSED STACKING

PDE

ESTI

MAT

ED T

RIPS

USI

NG

5%

SEL

F-PA

RK

ORI

GIN

AL M

M T

RAFF

IC S

TUDY

BA

SED

UPO

N IT

E M

ANU

AL W

ITH

30%

MAS

S TR

ANSI

T RE

DUCT

ION

FAILS

178

VPH

125

VPH

MM

TRI

PS P

ASSI

NG

THRO

UG

H PO

RTE

COCH

ERE

80 V

PH

0

5

10

15

20

25

0 20 40 60 80 100 120 140 160 180 200

AVER

AGE

QU

EUE

LEN

GTH

(VEH

ICLE

S)

DEMAND VOLUME (VPH)

AVERAGE QUEUE LENGTH (50% CONFIDENCE INTERVAL)138 Sec Processing Time


PDE

ESTI

MAT

ED T

RIPS

USI

NG

5%

SEL

F PA

RK

ORI

GIN

AL M

M T

RAFF

IC S

TUDY

BA

SED

UPO

N IT

E M

ANU

AL W

ITH

30%

MAS

S TR

ANSI

T RE

DUCT

ION

FAILS

178

VPH

125

VPH

MM

TRI

PS P

ASSI

NG

THRO

UG

H PO

RTE

COCH

ERE

80 V

PH

0

5

10

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20

25

0 20 40 60 80 100 120 140 160 180 200

AVER

AGE

QU

EUE

LEN

GTH

(VEH

ICLE

S)

DEMAND VOLUME (VPH)

95TH PERCENTILE QUEUE LENGTH90 Second Processing Time


ORI

GIN

AL M

M T

RAFF

IC S

TUDY

BA

SED

UPO

N IT

E M

ANU

AL W

ITH

30%

MAS

S TR

ANSI

T RE

DUCT

ION

FAILS

178

VPH

MM

TRI

PS P

ASSI

NG

THRO

UG

H PO

RTE

COCH

ERE

80 V

PH

125

VPH

PDE

ESTI

MAT

ED T

RIPS

USI

NG

5%

SEL

F-PA

RK

0

5

10

15

20

25

0 20 40 60 80 100 120 140 160 180 200

AVER

AGE

QU

EUE

LEN

GTH

(VEH

ICLE

S)

DEMAND VOLUME (VPH)

95TH PERCENTILE QUEUE LENGTH138 Second Processing Time


ORI

GIN

AL M

M T

RAFF

IC S

TUDY

BA

SED

UPO

N IT

E M

ANU

AL W

ITH

30%

MAS

S TR

ANSI

T RE

DUCT

ION

FAILS

178

VPH

MM

TRI

PS P

ASSI

NG

THRO

UG

H PO

RTE

COCH

ERE

80 V

PH

125

VPH

PDE

ESTI

MAT

ED T

RIPS

USI

NG

5%

SEL

F-PA

RK

Results of Queueing Analysis

1. Graphs show that queues will exceed design standard length (95%) with 5 car stacking and block the 1 through lane on Newark Street

2. Even the Average Queue will not have enough stacking with a 90 second processing time and MM lower volumes – given two lanes.


P - Passenger Car P - Passenger Car P - Passenger CarP - Passenger Car

USPD Vehicle "11 Ton Cargo Van"

ENCROACHES/HITS 3PARKED VEHICLES

USPS Vehicle "11 Ton Cargo Van"

WIDTH (FT):Length (FT):LOCK TO LOCK TIME (S):STEERING ANGLE (DEG):

8.0035.06.030.0

*Not To Scale

8.00

4.0

35.00

21.17

*Front

VEHICLE SPECIFICATIONS

1 2 3

LIKELY TO JUMP CURBIF NOT PERFECT TURN

7 SKYLINE DRIVE, HAWTHORNE, NEW YORK 10532TEL: (914) 592-4040 WWW.PDERESULTS.COMUNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING),SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT© PROVIDENT DESIGN ENGINEERING, PLLC

TITLE:

NO. REVISION DATE

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Scale:

Sheet No.:

Date:

Drawn By:

Checked By:

Project No.:

Seal

Dwg. No.:of

RIVERFRONT HOTEL

Hoboken, New Jersey

11 Ton Cargo VanEntering From East Side

CIRCULATION PLAN1"=20'

09/19/2019BH

KM

7 8

FIG-05

515 10 20

SCALE IN FEET

400 20

(35' Length) 11 Ton Cargo VanEntering From East Side

CIRCULATION PLAN

01 ADDED 11 Ton Cargo Van (Sheets 7 & 8) Turning Tracks 09/24/2019

SIDEWALK EDGE

BUILDING EDGE

BOLLARDS

LEGEND


Vertergaard Elephant Beta - Volvo Tractor

USPS Vehicle "11 Ton Cargo Van"


8.0035.06.030.0

*Not To Scale

8.00

4.0

35.00

21.17

*Front


LIKELY TO JUMP CURBIF NOT PERFECT TURN


TITLE:

NO. REVISION DATE

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Dwg. No.:of

RIVERFRONT HOTEL

Hoboken, New Jersey

11 Ton Cargo VanEntering From West Side

CIRCULATION PLAN1"=20'

09/19/2019BH

KM

8 8

FIG-06

515 10 20

SCALE IN FEET

400 20

(35' Length) 11 Ton Cargo VanEntering From West Side

CIRCULATION PLAN


SIDEWALK EDGE

BUILDING EDGE

BOLLARDS

LEGEND

JUMPS SIDEWALK

SU-40 - Single Unit Truck

CONFLICT WITH3 PARKED VEHICLES



8.0039.55.032.0

SU-40 - Single Unit Truck

6.0 34.5 6.0

12.0

59.3


JUMPS SIDEWALK


TITLE:

NO. REVISION DATE

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Drawn By:

Checked By:

Project No.:

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Dwg. No.:of

RIVERFRONT HOTEL

Hoboken, New Jersey

1"=20'

09/19/2019BH

KM

3 8

FIG-07

515 10 20

SCALE IN FEET

400 20

SU 40 (40' Length) Single Unit Truck TractorEntering From East Side

CIRCULATION PLAN

SU-40 Single Unit Truck TractorEntering From East Side

CIRCULATION PLAN


SIDEWALK EDGE

BUILDING EDGE

BOLLARDS

LEGEND

Conclusions After Recalculations

•The Proposed Porte Cochere will result in extensive queueing onto Newark Street, affecting the adjacent grid street system, as depicted in the Synchro simulation screen shots, and based on extensive surveys at the “W” Hotel.

•The number of valet attendants needed given the lengthy processing times (2 minutes and 18 seconds on average) is excessive and recalculates to 18 to 21 attendants.

•Sight Distance safety issues still exist as Newark Street is 25 mph by city ordinance and not 15 mph as used in the recent submission.

•Parking Spaces along Sinatra Drive will need to be eliminated based upon the turning movements of trucks 35 feet in length and above.

•Truck Turning movements from the loading docks on 1st Street will infringe/jump the sidewalk with any truck over 35 feet in length.

•Parking Agreements appear lacking and no demonstration that 88 parking spaces are readily available during peak times (no actual data). Parking Lots on 2nd and 3rd Street are 1,100 and 1,200 feet away respectively.


sinatra dr river st - granicus

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