Manayunk Sewer Basin Construction Project Venice Island Recreation - - PowerPoint PPT Presentation

manayunk sewer basin construction project venice island
SMART_READER_LITE
LIVE PREVIEW

Manayunk Sewer Basin Construction Project Venice Island Recreation - - PowerPoint PPT Presentation

Manayunk Sewer Basin Construction Project Venice Island Recreation Center Reconstruction Project January 2009 Agenda Agenda Zoning Variances Zoning Variances Setback and landscape Buffers 1. Setback and landscape Buffers 1.


slide-1
SLIDE 1

Manayunk Sewer Basin Construction Project Venice Island Recreation Center Reconstruction Project

January 2009

slide-2
SLIDE 2

Agenda Agenda

 

Zoning Variances Zoning Variances

1.

  • 1. Setback and landscape Buffers

Setback and landscape Buffers

2.

  • 2. Building Height

Building Height

3.

  • 3. Building Signage

Building Signage

4.

  • 4. C

C-

  • 7 Zoning Restriction

7 Zoning Restriction-

  • No Recreational

No Recreational Use Use

 

In In-

  • depth Look at the Exterior Design of the

depth Look at the Exterior Design of the Performing Arts Center Performing Arts Center

 

River Analysis River Analysis

slide-3
SLIDE 3

Zoning Setback & Buffer Zoning Setback & Buffer

 

Why the Why the Exception Exception-

  • is there an

is there an Alternative? Alternative?

 

Existing Existing Riverbank Riverbank Buffer Buffer-

  • No

No Changes Changes Planned Planned

slide-4
SLIDE 4

Building Setback Building Setback-

  • What

What’ ’s the Challenges s the Challenges

slide-5
SLIDE 5

New Plan Includes Landscape Buffer New Plan Includes Landscape Buffer-

  • No Variance

No Variance

Existing Existing New Plan New Plan

slide-6
SLIDE 6

No Changes to Riverbank No Changes to Riverbank-

  • Existing Buffer

Existing Buffer

slide-7
SLIDE 7

Building Height Building Height Why so Tall ? What Why so Tall ? What’ ’s inside? s inside?

slide-8
SLIDE 8

Seating for 250 Seating for 250 Why Stacked Construction ? Why Stacked Construction ?

GREY WATER TANKS LIGHTING CATWALK NATURAL FINISH MAPLE PANELING PERFORMANCE CHAMBER AIR HANDLING UNIT STAGE AND FLY PROFESSIONAL QUALITY THEATRICAL EQUIPMENT

slide-9
SLIDE 9

Floor Plan Multi Floor Plan Multi-

  • purpose Use + Auditorium

purpose Use + Auditorium

slide-10
SLIDE 10

Building Signage Building Signage Manayunk Manayunk Elevation Elevation

ICONOGRAPHIC SIGNAGE

slide-11
SLIDE 11

Building Signage Building Signage River Elevation River Elevation

SIGNAGE VISIBLE FROM EXPRESSWAY

slide-12
SLIDE 12

Zoning Restrictions Zoning Restrictions-

  • ZBA Hearing (Feb 24

ZBA Hearing (Feb 24th

th)

)

 

Codes Codes

 

14 14-

  • 306.2(2)

306.2(2)

No Recreational Use No Recreational Use permitted within C permitted within C-

  • 7

7 Zoning Zoning

 

14 14-

  • 306.2(8)

306.2(8)

Multiple Signs Not Multiple Signs Not Permitted Permitted

 

14 14-

  • 306.2(5)

306.2(5)

Building Height Building Height Restriction Restriction

 

14 14-

  • 1615(9)

1615(9)

Landscape Buffer Landscape Buffer Provisions Provisions

slide-13
SLIDE 13

In In-

  • depth look at the PAC

depth look at the PAC’ ’s Exterior Design s Exterior Design Material Palette Material Palette

Department of Recreation Department of Recreation’ ’s Rational s Rational

slide-14
SLIDE 14

PAC PAC’ ’s Material Palette s Material Palette (continued)

(continued)

slide-15
SLIDE 15

Performing Arts Center Performing Arts Center View from Parking Lot w/Materials View from Parking Lot w/Materials

slide-16
SLIDE 16

View from River Side View from River Side

 

Precast Precast Wall Wall Panel Panel

 

Use of Use of Shadowing Shadowing

 

Use of Exterior Use of Exterior lighting lighting

slide-17
SLIDE 17

River Analysis River Analysis Hydraulic Report Hydraulic Report

 

Perpared Perpared by Jerry Snyder, Professional by Jerry Snyder, Professional Engineer w/ 30+ years experience Engineer w/ 30+ years experience

 

Industry Standards & Protocol followed Industry Standards & Protocol followed

  • Same process used by US ACOE for FEMA

Same process used by US ACOE for FEMA

  • Utilized HEC

Utilized HEC-

  • RAS (update of HEC II)

RAS (update of HEC II) Computer Model Computer Model

  • Cross Sections taken from Flood

Cross Sections taken from Flood Insurance Study (FIS) developed by FEMA. Insurance Study (FIS) developed by FEMA.

  • Additional cross sections were added to

Additional cross sections were added to provide more detail to the project area. provide more detail to the project area.

  • Model was calibrated to the 100

Model was calibrated to the 100-

  • year water

year water surface elevations established in 1996 FIS. surface elevations established in 1996 FIS.

slide-18
SLIDE 18

What was Evaluated? What was Evaluated?

 

Future Conditions were modeled by modifying Future Conditions were modeled by modifying cross cross-

  • sections to represent proposed

sections to represent proposed conditions conditions

  • Performing Arts Center & Head House

Performing Arts Center & Head House

 

Key concepts: Key concepts:

  • Volume of river channel along site

Volume of river channel along site

  • The amount of

The amount of “ “fill fill” ” between existing grade between existing grade and the regulatory flood (100 and the regulatory flood (100-

  • year flood

year flood flow) flow)

  • The volume of buildings above flood line

The volume of buildings above flood line has no impact. The fill is offset by other has no impact. The fill is offset by other areas that are the same grade. areas that are the same grade.

slide-19
SLIDE 19

Hydrologic/Hydraulic Analysis Hydrologic/Hydraulic Analysis What What’ ’s it all mean? s it all mean?

 

No impact to flooding of the Schuylkill River No impact to flooding of the Schuylkill River during 100 during 100-

  • year flood flow with proposed

year flood flow with proposed

  • improvements. This is a result of:
  • improvements. This is a result of:
  • Minimal fill when compared to

Minimal fill when compared to

 volume of river channel along site

volume of river channel along site

 volume of the river channel along its

volume of the river channel along its entire length entire length

slide-20
SLIDE 20

Hydraulic Report Hydraulic Report Reviewed by the following Agencies Reviewed by the following Agencies

 

City of Philadelphia Planning Commission City of Philadelphia Planning Commission

 

Delaware River Basin Commission Delaware River Basin Commission

 

Army Corps of Engineers (part of Joint Application) Army Corps of Engineers (part of Joint Application)

 

PADEP (Part of Joint Application) PADEP (Part of Joint Application)