mcdonogh 42 elementary school renovation...mar 06, 2013 · eskew+dumez+ripple a professional...

Eskew+Dumez+Ripple in association with SHW Group & Chasm Architecture

19 FEBRUARY 2013

McDonogh 42 Elementary School Renovation

12002

State of Louisiana

Department of Education

Recovery School District

Project Number: 2012-0904-0001


19 FEBRUARY 2013

N

N. Tonti

St.

D’Abadie St.

Onzaga St.

N. Roch

eblav

e St.

St. Bernard Ave.

BLDG 1

BLDG 2

MC DONOGH 42 RENOVATION CITY OF NEW ORLEANS DESIGN ADVISORY COMMITTEE 19 February 2013 1.0 Summary

McDonogh 42 Elementary School is an existing Pre-K through 8th Grade school currently operated by charter with the Recovery School District. Located in the Seventh Ward neighborhood in New Orleans, the three building campus occupies a full city block fronting on N. Tonti, bounded by Onzaga, N. Rocheblave, and D’Abadie Streets. In the aftermath of Hurricane Katrina in 2005, the property sustained an estimated six feet of flooding. Eskew+Dumez+Ripple (EDR) and consultant team have been commissioned by the Recovery School District (RSD) in association with Jacobs/CSRS Program Management (JCSRS) to provide design services for a complete renovation of the School.

1.1 Site Information The property is located at 1651 N. Tonti St. with a site area of 2.157 acres (93,959 sf). The Zoning District is RD-3, which permits Public Elementary School as a Conditional Use. The school has been in continuous operation with no change in occupancy type since at least the 1920’s. The existing buildings and proposed addition meet all yard requirements for the zoning district. The Zoning Administrator has confirmed that no Use Permit or variances are required for the project as proposed. The flood zone is A3 with a BFE of +1.5 ft. According to the survey dated 6 August 2012, existing and proposed Ground Floor Elevation is 23.70 CD (3.27 NAVD). This is 4.72 ft. above the highest curb elevation within the block on N. Tonti. The property lies just outside the HDLC Esplanade Ridge Historic District. It is within the Bayou Road African American Heritage Cultural District and is eligible for Federal and State Historic Preservation Tax Incentives. A Traffic Impact Analysis, Geotechnical Study, and Environmental Site Assessments have been completed. The Test Pile Program has been publically advertised, with bids due on 13 March 2013.

1.2 Project Description The existing Main Building A was designed by E.A. Christie and constructed in 1925. It is a brick clad three story non-combustible structure with a floor area of 62,017 sf. The existing Library Building B is a detached brick clad single story non-combustible building constructed in 1970 with a floor area of 2,957 sf. The existing Caretaker’s Cottage C is a single story wood frame stucco residential building, probably early 20th century, with a floor area of 1,134 sf. To meet program requirements, a single story 25 ft high addition of non-combustible construction has been proposed with a floor area of 3,496 sf. Building A = 62,017 sf Building B = 2,957 sf Building C = 1,134 sf Subtotal existing = 66,108 sf Proposed addition = 3,496 sf

1.3 Schedule Milestones

The project completed the Design Development Phase on 3 January 2013. A Community Meeting was held at the School on 31 Jan 2013. Bidding Documents are scheduled for completion in April, 2013 with construction scheduled to commence in late July, 2013. Substantial Completion is scheduled for late January, 2015 in support of a projected occupancy in the second quarter of 2015.

1.4 Construction Cost Budget The most recent Opinion of Probable Cost, dated 22 January 2013, estimates a construction cost of $14,820,000 including renovations and additions, which projects to $212.63 per sf.

-END-

NARRATIVE


19 FEBRUARY 2013AERIAL PHOTOGRAPH

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1:20 SLOPING WALK UP

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CLARIFICATION OF REFERENCEDESIGNATIONS

Drawing Title:

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100% CONSTRUCTIONDOCUMENTS

2013

TRUE NORTHN

1.10 1" = 20'-0"1 SITE PLAN

S1 CONCRETE PAVING (32 13 13)S2 CONCRETE CURB (32 13 13)S3 LIGHT POLE (DIV26)S4 PIPE BOLLARD (05 50 00)S5 LANDSCAPE AREA - SEE LANDSCAPE DRAWINGSS6 EXISTING TREE - SEE LANDSCAPE DRAWINGSS7 TREE - SEE LANDSCAPE DRAWINGSS8 RETAINING WALL (03 30 00)S9 BIKE RACK (12 93 00)

S10 MONUMENT SIGN (12 14 14)S11 FLAGPOLE (10 75 00)S12 SITE BENCH (12 93 00)S13 SITE FENCE TALL (32 31 19)S14 SITE FENCE LOW (32 31 19)S15 GATE (32 31 19)S16 TRANSFORMER (DIV 33)S17 WATER METER (DIV 33)S21 WALKWAY COVER (10 73 26)S24 WATER FOUNTAIN (DIV 22)S25 PLAY EQUIPMENT LOCATION - NICS26 DUMPSTER - NICS27 HVAC CONDENSER (DIV23)S28 PROPERTY LINES30 EXISTING STAIRSS31 SITE FENCE OPAQUE (32 31 19)

4.54.5

2.75

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L1.10 1" = 20'-0"1 PLANTING PLAN

PLANTING PLAN LEGEND

NEW TIFWAY BERMUDA SOD - SEE4/L1.11

PROPERTY LINE

NEW TREE PROTECTION FENCING- SEE DETAILS 2 AND 3 SHEET L1.11

PLAYGROUNDSURFACING/EQUIPMENT - NIC

NEW MULCH RING FOR NEWTREES - SEE 1/L1.11

EXISTING LIVE OAK TREE, TYP.

NEW LIVE OAK TREE, TYP. - SEE1/L1.11

NOTE:1. REFERENCE CIVIL AND SITE PLAN FOR ALL PROPOSED AND

EXISTING ELEVATIONS AND HARDSCAPE ITEMS, SUCH ASDUMPSTERS AND BENCHES.

2. REFERENCE CIVIL AND SITE PLAN FOR SITE FENCING

3. CONTRACTOR TO REFERENCE TREE PROTECTION DURINGCONSTRUCTION SPECIFICATIONS REGARDING TREEPROTECTION FENCING AND PROCEDURES

4. THE CONTRACTOR SHALL COORDINATE ANY WORK THATOCCURS UNDER THE DRIPLINE OF ANY TREES WITH ALICENSED LOUISIANA ARBORIST PRIOR TO WORKCOMMENCEMENT.

5. A LOUISIANA LICENSED ARBORIST SHALL BE PRESENT (ONSITE OVERSEEING THE WORK) FOR ANY WORK THATOCCURS UNDER THE DRIPLINE OF ANY TREES. THISINCLUDES, IN PART, ASPHALT REMOVAL, SITE FENCING,AND SIDEWALK PLACEMENT.

6. THE CONTRACTOR SHALL NOT CHANGE THE GRADEGREATER THAN 2" BENEATH THE DRIPLINE OF ANY TREES.

7. MULCH AROUND TREES SHALL BE AT LEAST 6" MIN. AWAYFROM THE TRUNK OF THE TREE. MULCH SHALL BE DOUBLEGRIND #2 SCREENED COMPOSTED HARDWOOD GARDENMULCH WITH A 11

2" DEPTH FOR EXISTING TREES. MULCH TOBE LOCATED AS SHOWN ON PLAN.

EXISTING TREEDRIPLINE (TYP.)NEW TREE

PROTECTIONFENCING, TYP.

EXISTING 19"CHINA BALL

EXISTING 42"LIVE OAK

NEW LIVE OAKTREE, TYP.






EXISTING 42"LIVEOAK

NEW TREEPROTECTIONFENCING, TYP.





EXISTING 38" LIVEOAK

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MULCH RING, TYP.- SEE DETAIL1/L1.11 FOR SIZE


NEW EMPIRE ZOYSIA - SEE 2/L1.11



NEW MULCH FOR EXISTING TREES- SEE 4/L1.11

40'-0

"

18'-0

"40

'-0"

18'-0

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MULCH TYP. - SEEDETAIL 4/L1.11



PRE-K PLAY

HARDSCAPE PLAY


19 FEBRUARY 2013

AXON AT N. TONTI ENTRANCE


19 FEBRUARY 2013EVELATION AT ENTRANCE

DN

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10111213

A3'-11"


-1.08'

2.75

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10'-3

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3" 6'-5 1/8"

1'-5" 2'-6"

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1AY

2'-6" 13'-5" 11'-8"18'-7"

18'-7" 18'-4"

-1.96'

-1.57'

0.94'

1.16' 3.33'

2

1.13

3

1.13

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1.13

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FLAG POLE

12'-8

"4'

-0"

4'-0

3/8

"

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8"

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1'-5" 1'-1"

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ENTRY LEVEL2'-10"

SITE LEVEL-1'-11 1/2"

A

3.33'

-0.36'

4 3/8" / 12"

4

1.13

5

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CONCRETE SLAB (03 30 00)CONCRETE SLAB (03 30 00)

CEMENT PLASTER (09 24 00)

FOOTING, REF. STRUCTURAL

PLANTING BED

FIRST FLOOR0"

ENTRY LEVEL2'-10"


A

1/2" / 12"

4

1.13

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CONCRETE SLAB (03 30 00)


LANDSCAPE BERM

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FIRST FLOOR0"

ENTRY LEVEL2'-10"


101112132

1.133

1.13

1.16'3.35'5/8" / 12"

1'-5" 2'-6" 13'-5" 18'-7" 11'-8" 5'-7" 1'-1" 6'-8"CONCRETE SLAB (03 30 00)

MASONRY WALL BEYOND

PLANTING BED

FOOTING, REF. STRUCTURAL

5/8" / 12"

5/8" / 12"

-1.57' -1.96'

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CONCRETE SLAB (03 30 00)

SLOPED WALK BEYOND

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1.13 1/4" = 1'-0"1.101 ENLARGED PLAN AT MAIN ENTRANCE ACCESSIBLITY RAMP

1.13 1/4" = 1'-0"1.132 TRANSVERSE SECTION AT ACCESSABLILTY RAMP

1.13 1/4" = 1'-0"1.133

TRANSVERSE SECTION THRUACCESSABILITY RAMP AT PLANTER

1.13 1/4" = 1'-0"1.134 LONGITUDINAL SECTION THRU ACCESSIBILITY RAMP

1.13 1/4" = 1'-0"1.135 LONGITUDINAL SECTION THRU ACCESSIBILITY RAMP

1.13 1/4" = 1'-0"1.106 EXTERIOR ELEVATION AT ACCESSIBILITY RAMP


19 FEBRUARY 2013SITE LINE STUDIES

7'-6

"

WH

WH

EXISTING

MECHANICAL/ SUPPORT

OFFICE AND ADMINISTRATION CORRIDORS/ CIRCULATION

CLASSROOMS

RESTROOMSSTUDENT DINING

MUSIC

KITCHEN

MULTI-PURPOSE

LIBRARY/MEDIA CENTER

LOCKERS VERTICAL CIRCULATION

PROPOSED

DININGMUSIC

PRE-K

PRE-K

K K

SP. ED.

MULTI-PURPOSE

TUTOR

KITCHEN

1

1ADMIN.

CONF.

1" = 40'-0"FIRST FLOOR PLAN

1

TRUE NORTHN

0' 20' 40' 80' 160

TRUE NORTHN

EXISTING

MECHANICAL/ SUPPORT


CLASSROOMS


MUSIC

KITCHEN

MULTI-PURPOSE



PROPOSED

LIBRARY

ART

FLEX

44

NURSE

33

2

SP. ED.

2

ADMIN.

1" = 40'-0"SECOND FLOOR PLAN

1

TRUE NORTHN

0' 20' 40' 80' 160

TRUE NORTHN

EXISTING

MECHANICAL/ SUPPORT


CLASSROOMS


MUSIC

KITCHEN

MULTI-PURPOSE



PROPOSED

5

5

6 6 7 7

8

8

SCI. LAB SCI. LAB

AD

1" = 40'-0"THIRD FLOOR PLAN

1

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SLOPE

SLO

PE

SLO

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SLO

PE

SLO

PE

RD RD

EXISTING ROOF ACCESS

24'-3" 9'-11" 19'-8" 15'-11" 18'-7" 18'-4" 19'-4" 19'-7" 18'-7" 18'-6" 15'-11" 19'-3" 9'-11" 24'-3"

5.31

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5.33

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18 15

1'-3" 1'-1"254'-4"

9 1/

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1'-0

"5'

-4"

1'-0

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5'-4

"10

"

153'

-5"

40'-11"

74'-7

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11" 11"

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11"

42'-9"

76'-5

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11'-4" 11'-4" 11'-4" 11'-4" 11'-4"

RIDGE

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EXISTING ROOFHATCH

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SLO

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SLOPE SLOPE

SLO

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1.136

3.611

ROOF TOP UNIT (DIV 23)

GENERATOR (DIV 26)

EXISTING ROOFMEMBRANE SYSTEM

WALKWAY COVER (10 73 26)METAL CONDUCTOR HEAD (07 62 00)

METAL CONDUCTOR HEAD (07 62 00)

EXISTING MEMBRANE ROOFING SYSTEM


DEDICATED OUTDOOR AIR UNIT (DIV 23)

EXISTING MEMBRANE ROOFING SYSTEM

METAL ENCLOSURE (07 62 00)

EXISTING COPING

EXISTING COPING


CONDESER UNIT (DIV 23)


HEAT PUMP (DIV 23)TYPICAL

EXISTING COPING

METAL CONDUCTOR HEAD (07 62 00)METAL CONDUCTOR HEAD (07 62 00)

DEDICATED OUTDOOR AIR UNIT (DIV 23)EXISTING COPING

METAL ENCLOSURE (07 62 00)METAL ENCLOSURE (07 62 00)



EXISTING COPING


EXISTING MEMBRANEROOFING SYSTEM


EXISTING COPING




EXISTING COPING

DEDICATED OUTDOOR AIR UNIT (DIV 23)EXISTING COPING

METAL ENCLOSURE (07 62 00)METAL ENCLOSURE (07 62 00)

HEAT PUMP (DIV 23)TYP




DEDICATED OUTDOOR AIR UNIT(DIV 23)



MAKE UP AIR UNIT (DIV 23)

EXHAUST FAN (DIV 23)

METAL CONDUCTOR HEAD (07 62 00)METAL CONDUCTOR HEAD (07 62 00)METAL CONDUCTOR HEAD (07 62 00)



EXISTING COPING


9'-10 1/4"

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RDRDRDRDRD

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SLO

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""9'-10 1/44

FIRST FLOOR0"

ENTRY LEVEL2'-10"

SECOND FLOOR13'-6"

THIRD FLOOR27'-2"

ROOF41'-0"

PARAPET45'-8 1/2"

ENTRANCEPARAPET

50'-0"

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13'-1

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6.1 5.2 4.6 4.16.6

24'-3" 9'-11" 19'-8" 15'-11" 18'-7" 18'-4" 19'-4" 19'-7"

7'-8 1/2"

10'-10 1/2"5 1/2" 11'-4" 6'-8 1/2"

4'-7 1/2"

11'-3 1/2" 1/2" 19'-2 1/2" 9'-11" 24'-3"

J.10 J.11

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FIRST FLOOR0"

ENTRY LEVEL2'-10"

WING PARAPET14'-11"

SECOND FLOOR13'-6"

THIRD FLOOR27'-2"

ROOF41'-0"

PARAPET45'-8 1/2"

ENTRANCEPARAPET

50'-0"

BCDEFGHIJKLM A

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EXISTING STUCCO

F.1

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1'-11 5/8"

5'-9 1/2" 18'-8 1/4" 13'-5 3/4" 18'-4 1/2" 6'-4" 11'-7"

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CLARIFICATION OF REFERENCEDESIGNATIONS FOR GLASS TYPES (08 81 00)

NOTE: UNLESS OTHERWISE INDICATED ALL GLASS SHALL BE IG-1 INSULATING GLASS


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5.1 1" = 10'-0"1.101 SOUTH ELEVATION

5.1 1" = 10'-0"1.102 WEST ELEVATION

MARK DESCRIPTION

E1 EXISTING STUCCOE2 EXISTING MASONRYE3 EXISTING COPINGE4 EXISTING WINDOWSE8 STUCCO

FIRST FLOOR0"

ENTRY LEVEL2'-10"

WING PARAPET14'-11"

SECOND FLOOR13'-6"

THIRD FLOOR27'-2"

ROOF41'-0"

PARAPET45'-8 1/2"

ENTRANCEPARAPET

50'-0"

B C D E F G H I J K L MA

EXISTING STUCCO

F.1

11'-7" 6'-4" 18'-4 1/2" 13'-5 3/4" 18'-8 1/4" 5'-9 1/2"

1'-11 5/8"

10'-6 7/8" 7'-6 1/2" 10'-7 3/4" 7'-9 1/4" 11'-6 1/2" 27'-6"

J.9

D

D

DW

E

EE

E

W W

E

ED

D

W

E

ED

D

DU

E1E1

E2

E3E4

E8

4'-3

1/2

"4'

-8 1

/2"

13'-1

0"12

'-3"

1'-5

"10

'-8"

2'-1

0"

153'-5 1/8"

50'-0

"

FIRST FLOOR0"

ENTRY LEVEL2'-10"

WING PARAPET14'-11"

SECOND FLOOR13'-6"

THIRD FLOOR27'-2"

ROOF41'-0"

PARAPET45'-8 1/2"

ENTRANCEPARAPET

50'-0"

1 2 3 4 5 6 7 9 10 11 12 13 14 16 17

50'-0

"

2'-1

0"

14'-1

1"30

'-9 1

/2"

4'-3

1/2

"

6.15.24.64.1 6.6

24'-3"9'-11"19'-8"15'-11"18'-7"18'-4"19'-4"19'-7"

7'-8 1/2"

10'-10 1/2"

5 1/2"

11'-4"6'-8 1/2"

4'-7 1/2"

11" 1'-1"

254'-0"

J.10J.11

25.4

25.4

JL

FFFF

L H H E C EC

K K

T T

C

CE H H

E H H

V

I

I

I

I

GG

J

J

HH

1.143

E5

E7

E2E3E4

E1

E4

E1

28'-3

"

71'-10"34'-11"

11'-3 1/2"

1/2"

11'-4"7'-10 1/2"9'-11"24'-3"

CLARIFICATION OF REFERENCEDESIGNATIONS FOR GLASS TYPES (08 81 00)

NOTE: UNLESS OTHERWISE INDICATED ALL GLASS SHALL BE IG-1 INSULATING GLASS


Drawing Title:

Drawn By:

EDR No:

Sheet No:


Date:


2/13

/201

3 4:

33:2

9 PM

C:\P

RO

JEC

TS\R

AC20

13\1

2002

- M

cDon

ogh

42\1

2002

_AR

CH

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cal_

JPM

.rvt

5.2

EXTERIOR ELEVATIONS

MATTHEWS

12002

18 JAN, 2013

1651

N. T

onti

St. N

ew O

rlean

s, L

A 70

119

McD

onog

h 42

Ele

men

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Scho

ol R

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atio

n


2013

5.2 1" = 10'-0"1.102 EAST ELEVATION

5.2 1" = 10'-0"1.101 NORTH ELEVATION

MARK DESCRIPTION

E1 EXISTING STUCCOE2 EXISTING MASONRYE3 EXISTING COPINGE4 EXISTING WINDOWSE5 FRC PANEL (07 44 56)E7 PERFORATED CURRUGATED ALUMINUM FENCINGE8 STUCCO


19 FEBRUARY 2013NEW ADDITION RENDERING


19 FEBRUARY 2013NEW ADDITION INTERIOR RENDERING


19 FEBRUARY 2013

SITE SECTION PERSPECTIVE