PPS NORTH MIDDLE BASKETBALL COURT REPLACEMENT DRAWINGS 2024 01-31.pdf

PDF 515 KB Posted Feb 5, 2024

Attached to: Portage North Middle Basketball Court
Solicitation number: RFP - PPS - 240000001147
Issued by: Kalamazoo County, Michigan

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Written by GovTribe AI · Apr 3, 2024

The provided document contains preliminary drawings for the North Middle School Basketball Court Replacement project, which is being managed by Portage Public Schools located in Kalamazoo County, Michigan. The project involves the demolition of the existing basketball court and the construction of a new asphalt basketball court and concrete walkways. The project area is approximately 0.14 acres, and the drawings provide details on the site layout, grading, and materials to be used. The drawings are issued for January 31, 2024.

The project requires the removal of existing asphalt pavement, basketball goals, and concrete pavement, as well as the installation of new asphalt pavement, concrete pavement, and basketball goals. The drawings specify the use of MDOT 13A asphalt base course, MDOT 36A asphalt surface course, and 6-inch reinforced concrete pavement with a medium broom finish. The project also includes topsoil and seeding of disturbed areas.

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PPS NORTH MIDDLE BASKETBALL COURT REPLACEMENT SPECIFICATIONS 2024 01-31.pdf	PDF	Feb 5, 2024

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NOT FOR CONSTRUCTION

PRELIM

INARY

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DESIGN TEAM

ARCHITECT/ENGINEER

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NORTH MIDDLE SCHOOL BASKETBALL

COURT

PORTAGE PUBLIC SCHOOLS

Portage, Michigan

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DRAWING INDEX

PORTAGE PUBLIC SCHOOLS

1110 W MILHAM AVE

PORTAGE, MICHIGAN 49204

242 E. KALAMAZOO AVE, SUITE 100

KALAMAZOO, MICHIGAN 49007

PHONE: 269.343.6133

FAX: 269.343.6633

BUILDING: 2015 MICHIGAN BUILDING CODE AND 2012 NFPA 101 LIFE SAFETY CODE

ELECTRICAL: 2017 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

BARRIER-FREE: 2015 MICHIGAN BUILDING CODE AND 2009 ICC & C A117.1

PROJECT AREA

TOTAL FINISHED PROJECT: 0.14 AC.

REFERENCED CODES

SITE ADDRESS

GENERAL

G 001 COVER SHEET

LANDSCAPE

L 101 LANDSCAPE LAYOUT PLAN

ISSUED FOR DATE

U A

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1, FFE SILL = 895.39

895 895

4" STORM ABANDONED

PER CITY OF PORTAGE

MAPS

8" SANITARY

ABANDONED PER

CITY OF PORTAGE

MAPS

S A N

A R Y

P E R

O F

P O R T A G E

M A P S

TRENCH DRAIN

DRINKING

FOUNTAIN

0.66' WIDE CONCRETE

RETAINING WALL

BUILDING

OVERHANG (TYP)

BASKETBALL HOOP

T E N N

C O U R T S

TENNIS COURTS

6" VERTICAL

PIPE 3' TALL

12" TALL CHAIN

LINK FENCE

12' TALL

CHAIN LINK

FENCE

12' TALL

CHAIN LINK

FENCE

12.21'

12.20'

(2) 1" CONDUITS

(1) STORY WOOD

FRAME SHED

2.0' CONC. STM

RIM = 895.32'

BM #

895.00 x895.32 x895.61 x896.87 x895.76 x895.67 x895.70 x894.94 x895.54 x895.84 x895.56 x895.19 x895.52

4" STORM ABANDONED

PER CITY OF PORTAGE

MAPS

8" SANITARY

ABANDONED PER

CITY OF PORTAGE

MAPS

S A N

A R Y

P E R

O F

P O R T A G E

M A P S

895.48

895.32

895.07

895.25895.25

895.12

894.99

894.95

895.10

895.0 895.04 895.37

894.94

894.97

894.93895.05

895.61

EX RIM

895.32

895.43

895.67

895.58

896.87

896.14895.84895.63

EX RIM

896.18

895.2

895.1

895.98

895.91

895.10

895.2

895.3

895.8

895.9

896.0

896.14

895.48

895.0

895.67

MATCH ASPHALT TO TOP OF EX. CURB ELEV.

TOPSOIL AND SEED ALONG NEW

ASPHALT EDGES WITH IMPORTED

TOPSOIL. BLEND INTO ADJACENT

LAWN WITH SMOOTH TRANSITION.

TOPSOIL AND SEED ALONG NEW

PAVEMENTS WITH IMPORTED

TOPSOIL. SEED PER SPEC.

MATCH TO EXISTING

CONCRETE AND EXISITNG

M.H. RIM ELEV.

MATCH NEW CONCRETE

TO EXISTING CONCRETE

WALK AND NEW ASPHALT

COURT

895.40

895.64

TOPSOIL AND SEED.

MAINTAIN POSITIVE

SURFACE DRAINAGE

EXISTING TRENCH DRAIN AND CONCRETE

PAVEMENT. PROTECT FROM DAMAGE.

EXISTING UNDERGROUND ELECTRICAL

EX. FENCE

EXISTING

WALK

EXISTING

WALK

PROPOSED 0.10

CONTOUR LINES

EXISTING ASPHALT

EDGE - DASHED LINE

EXISTING ASPHALT

EDGE

BBALL GOAL, SEE

DETAIL

BBALL GOAL, SEE DETAIL

NEW CONCRETE,

SEE DETAIL. MATCH

TO EX. CONCRETE

AND NEW ASPHALT

ELECTIONS

EXISTING ASPHALT

EDGE - DASHED

EXISTING CONCRETE

EXISTING

BUILDING

EXISTING CONCRETE CURB

9.3'

CONCRETE PAVEMENT.

SCORE AS SHOWN.

SEE DETAIL

TOPSOIL AND

SEED

CONCRETE PAVEMENT.

SCORE AS SHOWN.

SEE DETAIL

10.5'

1.2'

77.3'

VARIES

1.8'

19.75' R

15.0'

90°

EXISTING TRENCH

DRAIN

END OF EX.

CURB

END OF EX. CURB

TENNIS COURT FENCE

EXISTING

CONCRETE

WALK

EXISTING

CONCRETE

WALK

1.0' 1.0'6' - 0"

NEW ASPHALT PAVEMENT,

SEE DETAIL ON THIS SHEET

PAINTED WHITE LINES,

TYPICAL

EXISTING TENNIS

FENCE

EX. CONCRETETRENCH

DRAIN

EX. CONC. CURB

REMAINS. PROTECT

FROM DAMAGE

SAWCUT

ASPHALT

EXISTING CONCRETE

TO REMAIN. PROTECT

FROM DAMAGR

PROTECT EX. DRINKING

FOUNTAIN

EXISTING

BUILDING

REMOVE EXISTING

ASPHALT PAVEMENT

REMOVE EXISITNG

BASKETBALL GOAL

REMOVE EXISITNG

BASKETBALL GOAL

TYPICAL EXISTING

ELEVATIONS

COMPACT BASE PER SPEC.

EXISTING GRAVEL BASE. SUPPLEMENT WITH

MDOT 22A GRAVEL AS NEEDED TO MAINTAIN

MIN. 6" DEPTH BASE.

ASPHALT BASE COURSE MDOT 13A AT 1 1/2"

ASPHALT SURFACE COURSE MDOT 36A AT 1 1/2"

TOPSOIL AND SEED

PER SPEC.

BEND INTO ADJACENT

LAWNS WITH SMOOTH

TRANSITION

SAND BASE

TOOLED 1" CONTROL JOINT - MIN. 1" DEEP

AT 10' O.C. MAX. OR AS SHOWN ON PLANS

CONCRETE (MED. BROOM FINISH)

6x6x1.4x1.4 WWF REINFORCEMENT

1/2" EXPANSION JOINT MATERIAL

WITH SEALANT

MANUFACTURE

OFFSET PER

BACKBOARD, RIM

AND NET PER SPEC.

GOOSE NECK STEEL

POST PER SPEC.

P E R M

A N U F

.24"

CONCRETE TO BE SMOOTH

AND FLUSH WITH ASPHALT

ASPHALT PAVEMENT

CONCRETE FOOTING

NOTES - SITE PLAN

1. CALL "MISS DIG' AND HAVE EXISTING UTILITY LOCATIONS MARKED PRIOR TO ANY

EXCAVATIONS OR INSTALLATIONS ON SITE.

2. EXISTING INFORMATION SHOWN HEREIN IS APPROXIMATE AND MUST BE FIELD VERIFIED

PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY.

3. ALL EXISTING INFORMATION SHOWN IS FROM THE SITE TOPOGRAPHIC SURVEY PRODUCED

BY HURLEY STEWART ENG., KALAMAZOO, MICHIGAN. SEE SHEET TS 001 FOR THE

COMPLETE TOPOGRAPHIC SURVEY, EXISTING CONDITIONS AND ADDITIONAL

INFORMATION.

4. PROTECT ALL EXISTING PAVEMENT, STRUCTURES, FENCING AND UTIITIES TO REMAIN. DO

NOT SCAR EXISTING PAVEMENTS.

5. SEED AND TOPSOIL ALL DISTURBED AREAS AS STATED IN THE SPECIFICATIONS. RAKE

INTO ADJACENT LAWN AREAS WITH SMOTH TRANSITION.

NOT FOR CONSTRUCTION

PRELIM

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1" = 10'-0"

GRADING PLAN

1" = 10'-0"

LAYOUT PLAN

1" = 10'-0"

DEMOLITION PLAN

3/16" = 1'-0"

ASPHALT PAVING DETAIL

1 1/2" = 1'-0"

CONCRETE PAVING DETAIL

1/4" = 1'-0"

BASKETBALL GOAL DETAIL

ISSUED FOR DATE

REMOVE

CONCRETE PAVEMENT.

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File details come from the government source that posted it. Updated Apr 3, 2024.