No.Date Description By - Haverhill · 16001 03/21/2016 0 4' 8' 16' n key plan area of work area of work: concrete repair and waterproofing only ... existing arch opening. 10" diameter

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A-1-2 D-1-2 EAST SIDE PLANS

BID

SET

3/2

1/20

16

D'Agostino Izzo Quirk Architects, Inc. 1310 Broadway - Suite 301 Somerville, Massachusetts 02144 Phone: (617) 623-3000 Fax: (617) 623-3688 www.daiq.com

SIMPSON GUMPERTZ & HEGER

Engineering of Structuresand Building Enclosures

Simpson Gumpertz & Heger Inc.41 Seyon Street, Building 1, Suite 500Waltham, Massachusetts 02453main: 781.907.9000 fax: 781.907.9009www.sgh.com

BostonChicagoHouston

Los AngelesNew York

San FranciscoWashington, DC

CRG JCM AS NOTED

HAVERHILL GRANDSTAND STRUCTURE

PHASE 3 CONCRETE RENOVATION, REPAIR

& PROTECTION

HAVERHILL STADIUMHAVERHILL, MA

16001 03/21/2016

0 4' 8' 16'

N

KEY PLAN

AREA OF WORK

AREA OF WORK:CONCRETE REPAIR

ANDWATERPROOFING ONLY

EXISTING TURF FIELD 12"D PERFORATED

EXISTINGCLEANOUTEXISTING

CLEANOUT

NEW 12"D PERFORATED

NEWCLEANOUT

APPR

OX.

24'

EXISTING TURF FIELD

EXISTING 12"D PERFORATED

EXISTING ELECTRICAL CONDUIT

EXIS

TIN

G

ELEC

TRIC

AL

CO

ND

UIT


SECTION C SECTION D SECTION E SECTION F8 9

10 1112 13

14 1516 17

18 1920 21

22 23 24

D

C

B

A

22'-9

" V.I.

F.22

'-9" V

.I.F.

V.I.F

.

17'-8" V.I.F.17'-0" V.I.F.17'-8"V.I.F.17'-8"V.I.F.17'-0" V.I.F.17'-8"V.I.F.17'-8"V.I.F.17'-0" V.I.F.17'-8"V.I.F.17'-8"V.I.F.17'-0" V.I.F.17'-8"V.I.F.

D-1

EAST SIDE GROUND LEVEL

DEMOLITION PLAN

EAST SIDE GROUND LEVEL DEMOLITION PLANSCALE: 1/8" = 1'-0"

1

EXISTING LOCKER ROOM(TO REMAIN N.I.C.)

SLOPEUP

SLOPEUP

SLOPEUP

EXISTING CONCESSION EXISTING STORAGE

SELECTIVELY REMOVE WOOD FRAMED AND SHEATHED WALLS ONLY AS REQUIRED TO PERFORM WORK. REINSTALL IN KIND AND REPLACE AS REQUIRED AFTER WORK IS PERFORMED. REVIEW EXISTING CONDITIONS WITH ARCHITECT AND OWNER PRIOR TO REMOVAL.

REMOVE WOOD FRAMED AND SHEATHED STORAGE AREA WALLS

EXISTING RETAINING WALL TO REMAIN..

AREA OF WORK

SLOPEUP

REMOVE EXISTING FIELD WALL DOWN TO NEW SLAB ELEVATION. SEE STRUCTURAL DRAWINGS FOR DETAILS.

CUT NEW SEATING TREADS AND RISERS INTO EXISTING CONCRETE RAKERS TYPICAL. REPAIR EXISTING RAKERS AS REQUIRED AND INSTALL NEW PIERS PER STRUCT. DWGS PRIOR TO CUTTING.

CUT NEW SEATING TREADS AND RISERS INTO EXISTING CONCRETE RAKERS TYPICAL. REPAIR EXISTING RAKERS AS REQUIRED AND INSTALL NEW PIERS PER STRUCT. DWGS PRIOR TO CUTTING.

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BID

SET

3/2

1/20

16






Los AngelesNew York


CRG JCM AS NOTED



& PROTECTION


16001 03/21/2016

D-2

EAST SIDE GRANDSTAND LEVEL DEMOLITION PLAN

EAST SIDE GRANDSTAND LEVEL DEMOLITION PLANSCALE: 1/8" = 1'-0"

1

0 4' 8' 16'

N

KEY PLAN

AREA OF WORK





CLEANOUT

NEW 12"D PERFORATED

NEWCLEANOUT

APPR

OX.

24'

EXISTING TURF FIELD


10 1112 13

14 1516 17

18 1920 21

22 23 24

D

C

B

A

22'-9

" V.I.

F.22

'-9" V

.I.F.

V.I.F

.


SLOPEDOWN

SLOPEDOWN

SLOPEDOWN

SLOPEDOWN

SLOPEDOWN

EXISTING AISLE WAY TO BE DEMOLISHED IN ITS ENTIRETY.

EXISTING VOMITORY RAMP TO BE DEMOLISHED IN ITS ENTIRETY.



EXISTING METAL RAIL TO BE DEMOLISHED IN ITS ENTIRETY. EXISTING RAMP AND CONCRETE END WALL

TO BE DEMOLISHED IN ITS ENTIRETY.

1A-3

2A-3

2A-3

2A-3

AREA OF WORK

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

CL

EXPANSIONJOINT

CL

EXPANSIONJOINT

CL

EXPANSIONJOINT

PRESS BOX PRESS BOX

CUT NEW SEATING TREADS AND RISERS INTO EXISTING CONCRETE RAKERS BELOW TYPICAL. REPAIR EXISTING RAKERS AS REQUIRED AND INSTALL NEW SUPPORTS BELOW PRIOR TO CUTTING. SEE STRUCTURAL DRAWINGS FOR MORE DETAILS.

CUT NEW SEATING TREADS AND RISERS INTO EXISTING CONCRETE RAKERS BELOW TYPICAL. REPAIR EXISTING RAKERS AS REQUIRED AND INSTALL NEW SUPPORTS BELOW PRIOR TO CUTTING. SEE STRUCTURAL DRAWINGS FOR MORE DETAILS.

CUT CONCRETE FIELD WALL DOWN TO NEW SLAB ELEVATION

CUT AND CAP ENDS OF EXISTING ALUMINUM PLANK BENCHES TO ALLOW FOR CONCRETE AISLE WIDENING.

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BID

SET

3/2

1/20

16






Los AngelesNew York


CRG JCM AS NOTED



& PROTECTION


16001 03/21/2016

0 4' 8' 16'

N

KEY PLAN

AREA OF WORK





CLEANOUT

NEW 12"D PERFORATED

NEWCLEANOUT

APPR

OX.

24'

EXISTING TURF FIELD

EXISTING 12"D PERFORATED


EXIS

TIN

G

ELEC

TRIC

AL

CO

ND

UIT


NEW 12"D PERFORATED - TIE INTO EXISTING FIELD DRAIN EAST OF GRANDSTAND


10 1112 13

14 1516 17

18 1920 21

22 23 24

D

C

B

A

22'-9

" V.I.

F.22

'-9" V

.I.F.

V.I.F

.


A-1

EAST SIDE GROUND LEVEL

CONSTRUCTION PLAN

EAST SIDE GROUND LEVEL CONSTRUCTION PLANSCALE: 1/8" = 1'-0"

1

EXISTING CONCESSION EXISTING STORAGE

EXISTING LOCKER ROOM(TO REMAIN N.I.C.)

ALIGN FACE OF NEW CONCRETE FIELD WALL WITH EXISTING.

AREA OF WORK

DO NOT EXTEND NEW RAMP AND HANDRAILS BEYOND EXISTING ARCH OPENING.

10" DIAMETER OPENINGS COVERED WITH GALVANIZED STEEL MESH AND FRAME TYPICAL. MATCH EXISTING DETAILS ON WEST SIDE.10" DIAMETER OPENINGS

COVERED WITH GALVANIZED STEEL MESH AND FRAME TYPICAL.

1A-3

1A-4

1A-4

1A-4

2A-4

NEW CAST IN PLACE CONCRETE FIELD WALL. SEE STRUCTURAL DRAWINGS FOR DETAILS.

EXISTING CONCRETE FOUNDATION SEE STRUCTURAL DRAWINGS FOR DETAILS.

NEW CAST IN PLACE CONCRETE PIER AND FOOTING BELOW EXISTING RAKER. SEE STRUCTURAL DRAWINGS FOR DETAILS.

EL. 16.73'

EL. 15.95'

SLOPEUP SLOPE

UPSLOPE

UP

EL. 16.10' EL. 16.0'

SLOPEUP

NEW B.O. RAMPS TO MATCH EXISTING GRADE

6A-3

LINE OF 12" PERF PVC SDR 35 TIED TO EXISTING TURF FIELD SUB DRAINAGE LINEPROVIDE NEW CLEANOUT(SEE KEY PLAN)

EL. 15.50'

5'-0

" CLE

AR M

IN.

26'-6

"

23'-9

1/2

"6'

-0"

26'-6

" 26'-6

"

13'-8

" T.O

. RAM

PS

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BID

SET

3/2

1/20

16






Los AngelesNew York


CRG JCM AS NOTED



& PROTECTION


16001 03/21/2016

0 4' 8' 16'

N

KEY PLAN

AREA OF WORK





CLEANOUT

NEW 12"D PERFORATED

NEWCLEANOUT

APPR

OX.

24'

EXISTING TURF FIELD


10 1112 13

14 1516 17

18 1920 21

22 23 24

D

C

B

A

22'-9

" V.I.

F.22

'-9" V

.I.F.

V.I.F

.


AREA OF WORK

SLOPEDOWN

SLOPEDOWN

SLOPEDOWN

PRESS BOX PRESS BOX

1A-4

1A-4

1A-4

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

CL

EXPANSIONJOINT

CL

EXPANSIONJOINT

CL

EXPANSIONJOINT

ALIGN FACE OF NEW CONCRETE FIELD WALL WITH EXISTING.

NEW GALVANIZED STEEL GUARDRAIL .

2A-4

1A-3

NEW GALVANIZED STEEL GUARDRAIL .

NEW ACCESSIBLE SEATING SPACES

NEW ALUMINUM PLANK COMPANION BENCH SEATING

NEW ACCESSIBLE RAMPS AND RAILS

NEW BLEACHER CONCRETE DECK AND ALUMINUM PLANK SEATING BENCHES, INTERMEDIATE STEPS AND BLEACHER SEATING (2 ROWS)

REMOVE AND STORE EXISTING ALUMINUM PLANK SEATING BENCHES TO BE REINSTALLED WITH NEW BRACKETS

VOMITORY CENTER LINE

1 TYPICALRAILING

2 TYPICALRAILING

3 TYPICALFLOOR MTD.RAILING

3 FLOOR MTDRAILING

4 WALLRAILING

NEW C.I.P. CONC. WALL

NEW CONC. WALKWAY TO EDGE OF WALL MATCH EXISTING ADJACENT WITH TOOLED CONTROL JOINTS1/2" PRE-MOULDED EXP. JT. FILLER BETWEEN NEW AND EXISTING WALKWAYSAND ADJACENT WALLS. SEAL ALL EXPANSION JTS. WITH WATERPROOF SEALANT

5A-4

EL. 17.91' EL. 17.91' EL. 17.91' EL. 17.91'

EL. 17.93' EL.

17.93'EL. 17.93'

EL. 17.93'

EL. 20.96'EL. 19.95'

EL. 18.93'

SLOPEDOWN

14 14 1412 12 12

12 12 12

12 12 12

12 12 12

12 12 12

12 12 12

12 12 12

12 12 12

12 12 12

14 14 14

14 14 14

14 14 14

14 14 14

14 14 14

14 14 14

14 14 14

14 14 14

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

31

18

18 32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32 32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

EXISTING ACCESS AISLES TO BE WIDENED. CUT SEATING BENCHES FLUSH WITH STEP. REMOVE AND REPLACE ALUMINUM PLANK END CAPS.

NEW HANDRAILS (TYPE 5)

AREA DRAINS (AD) SET INTOP CONCRETE SLABSEE STRUCT

ADADADADAD AD AD

FIELD EL.15.50'

A-2

EAST SIDE GRANDSTAND LEVEL

CONSTRUCTION PLAN

EAST SIDE GRANDSTAND LEVEL CONSTRUCTION PLANSCALE: 1/8" = 1'-0"

1

12'-8

"6'

-4"

6'-4

"

9'-0"5'-0"5'-0" 5'-0" 3'-0" 4'-0" 3'-0"

TYPICAL

2'-6"

2'-6"

4'-0" 4'-0"

14'-0" 14'-0"28'-0" TYP

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A-3 SECTIONS






Los AngelesNew York


CRG JCM AS NOTED



& PROTECTION


16001 03/21/2016

BID

SET

3/2

1/20

16

1 1 2"

10"

6"

10"

1 2"

2'-1

0"

3"

4"

1"

87° 0' 0"

3 1 2"

1 12" R

NEW RAMP AND RAILINGS

BA C D

col

A

colA-3

EAST SIDE GRANDSTAND

SECTIONS

TYPICAL EAST SIDE SECTIONSCALE: 1/4" = 1'-0"

1

2 ENLARGED SECTION AT GRANDSTANDSCALE: 1/2" = 1'-0"

RAILING TYPE 1 ELEVATIONSCALE: 1/2" = 1'-0"

RAILING TYPE 2 ELEVATIONSCALE: 1/2" = 1'-0"

3 RAILING TYPE 2 DETAILSCALE: 1 1/2" = 1'-0"

3

2

5

6

2'-1

0"

1'-7

"

1'-2

"

10'-0"

5'-0"

EQUAL EQUALEQUAL

FIELD MEASURE

3"3" 1 1/2"1 1/2"

4'-8

1/2

"

1'-3 1/2"

1'-3

1/2

"

2'-6"2'-6"

3 EQ

. RIS

ERS

5'-6"

NEW CONCRETE VOMITORY SIDEWALL EXTENSION

EXISTING CONCRETE UPPER FIELD WALL AND AISLE TO BE DEMOLISHED.

EXISTINGNEW

EXISTING CONCRETE VOMITORY SIDEWALL

EXISTING CONCRETE GRADSTAND - SEE CONCRETE REPAIR DARWINGS

NEW CONCRETE SLAB SLOPE TO DRAINS- SEE STRUCT

EXISTING FOUNDATION WALLSEE CONCRETE REPAIR DRAWINGS

10" DIAMETER PIPE SLEEVE WITH GALVANIZED STEEL MESH AND FRAME TYPICAL.

NEW ACCESSIBLE AND COMPANION ALUMINUM PLANK BENCH SEATING ON PEDESTAL ANCHORED TO SLAB

NEW GALV. STEEL SEPARATION RAIL(TYPE 1)

NEW CONCRETE SEATING DECKSEE STRUCT DWGS.

NEW CONCRETE STEPS

NEW ALUMINUM PLANK BENCH SEATING

ALUMINUM PLANK BENCH

SUBDRAINAGE - SEE DETAIL 6 THIS SHEET

10" DIAMETER PIPE SLEEVE IN CONCRETE WALL COVERED WITH WITH 2" STAINLESS STEEL FRAME AND 1" MESH TYPICAL TO MATCH EXISTING

1"X4" S.S. WOVEN WIRE MESH W/ S.S. FRAME AND CAP NUTS TO MATCH EXISTING

NEW CONC. SLABCHAMPHER AND REVEAL TO MATCH EXIST.

NEW

CO

NC

. WAL

LC

HAM

PHER

TO

MAT

CH

EXI

ST.

1 1/2"SCHED 40 GALV. STEEL RAIL

L 2 1/2" X 2 1/2" X 5/16, GALV.

5/8" X 4" GALV. STL. BAR SHAPED VERTS

L 3 1/2" X 3 1/2" GALV. STL. BRACKETS WELDED TO VERTICALS.BOLT TO CONC. WALL SEE STRUCT FOR CONNECTION DETAILS

EXISTING RAKERS SAW CUT TO NEW WALL SEATING DECK ELEVATION

NEW CONCRETE PIERSSEE STRUCT DWGS.

EXISTING CONCRETE WALL AND PIERS

EL. 20.96'

EL. 17.93' EL. 17.91'

WELDED 1 1/2" STEEL RAIL. GALV. - MATCH EXISTING.

CONC. SLAB

FIELD ELEVATION

SCALE: 1/2" = 1'-0"OPEN HANDRAIL (TYPE 5) AT STEPS

2'-1

0"

6" R

6" R

4 1/2" R

4 1/2" R

COORDINATE W/ TREADS & RISERS

EL. 17.84'@ AREA DRAINS

24" (MIN)

18" DOUBLE WASHED 3/4" CRUSHED STONE

SUBDRAIN NOTES:

1. FILTER FABRIC SHALL BE MANUFACTURER'S STANDARD NON-WOVEN GEOTEXTILE FABRIC, ASTM D 4759: GRAB TENSILE STRENGTH (ASTM D4632), 100 POUNDS; APPARENT OPENING SIZE (ASTM D 4751), #100 STANDARD SIEVE; PERMEABILITY (ASTMD4491), 150 GPM/S.F.

2. DOUBLE WASHED CRUSHED STONE SHALL COMPLY WITH SPECIFICATIONS FOR LEACHING AREA STONE PER COMMONWEALTH OF MA TITLE V.

3. PERFORATED AND SOLID PVC PIPE SHALL CONFORM TO ASTM D 3034, SDR 35

DOUBLE WASHEDCRUSHED STONE

NON-WOVEN GEOTEXTILEFILTER FABRIC

12" DIA. PERFORATED PVC PIPE WITH PERFORATIONS FACING DOWN

SCALE: NOT TO SCALESUBDRAIN TYPICAL

6"(TYP)

AREA DRAINS SET IN CONCRETE SLAB WITH EXTENSION PIPE TO 4" BELOW B.O. SLAB

1 1/2" O.D. STL. PIPE, GALV.

SEE STRUCT FORCONNECTION DETAIL

NEW HANDRAILS(TYPE 5)

1'-0"

FIELD EL. ±15.50'

Project No.

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A-4 SECTIONS






Los AngelesNew York


CRG JCM AS NOTED



& PROTECTION


16001 03/21/2016

BID

SET

3/2

1/20

16

EXISTING NEW

BA

A-4

EAST SIDE GRANDSTAND

SECTIONS

ENLARGED SECTION AT VOMITORYSCALE: 1/2" = 1'-0"

1

ENLARGED SECTION AT RAMPSCALE: 1/2" = 1'-0"

2

CROSS SECTION AT VOMITORY/RAMP

CROSS SECTION AT VOMITORY/RAMP

SCALE: 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

3

4

CROSS SECTION AT WALKWAYSCALE: 1/2" = 1'-0"

5

3

± 7'

-3 3

/4"

(7'-0

" MIN

. REQ

.)

6'-4"6'-4"

4"

3'-0

"

1'-7

"

3"

8'-0"VIF

8'-0"VIF

3'-6

"

1'-0"3"

3'-6

"

1'-0"

1 1/2" EQUALEQUAL 3"

2'-1

0"

2'-1

0"

1'-7

"

1'-0"

6'-0"

NEW VOMITORY SIDE WALL EXTENSION

EXISTING CONCRETE FIELD WALL RAMPS AND RAILINGS TO BE DEMOLISHED.

3

1 1/2" SCHED. 40 STEEL PIPE HANDRAILS

5/8" DIA. STEEL RODHANDRAILS BRACKETS

1 1/2" SCHED. 40 STEEL PIPE VERT.SUPPORTS AT 48" OC MAX

CORE SLAB FOR RAILING INSTALLATION



NEW 4" CONC. WALKWAYW/ 1" TOOLED CTL. JTS.AND 6"X6", 1.4X1.4 WELDED WIRE MESHREINFORCING. 2" MIN.COVER

NEW CONC. RAMP-SEE STRUCT


NEW CONC. VOMITORY WALLS - SEE STRUCT.

EXISTING VOMITORY WALLS

NEW RAMP AND RAILINGS

1 1/2" SCHED. 40 STEEL PIPE HANDRAILS

5/8" DIA. STEEL RODHANDRAILS BRACKETS - 48" OC MAX ON CONC. WALL


NEW C.I.P CONC. RAMP WALL -SEE STRUCT.

NEW C.I.P CONC. RAMP WALL BEYOND TO UNDERSIDE OF NEW CONCRETE SLAB -SEE STRUCT.

GALVANIZED STEEL GUARDRAIL (TYPE 2)

4

NEW SEATING DECK - SEE STRUCT.

NEW GALV. STEEL RAMP RAIL (TYPE 3)

NEW GALV. STEEL RAMP WALL RAIL (TYPE 4)

NEW GALV. STEEL RAMP RAIL (TYPE 3)

EXISTING SEATING DECKS TO REMAIN - SEE CONC. REPAIR DWGS.

6" AGGREGATE BASE COURSE

COMPACTED SUB-GRADE

ALIGN

NEW CONC. SLAB.

NEW CONC. FOUNDATIONWALL

NEW RAIL BEYOND

18" CRUSHED STONE

PIPE SLEEVES W/ S.S. FRAME/ SCREEN2" ABOVE GRADE

NEW CONCRETE SLAB SLOPE TO DRAINS- SEE STRUCT

EL. 17.93' EL. 17.91'

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Documents

No.Date Description By - Haverhill · 16001 03/21/2016 0 4' 8' 16' n key plan area of work area of work: concrete repair and waterproofing only ... existing arch opening. 10" diameter