231988_G3.0_Keynotes-42x30 Drawing.pdf
PDF 765 KB Posted
- Solicitation number
- RFP - WCS - 240000000245
- Issued by
- Macomb County, Warren City, Michigan
About this file
This document is a drawing and specifications related to a playground renovation project for the Warren Consolidated Schools in Macomb County, Michigan. The project involves removing and replacing wood fiber surfacing, non-woven geotextile fabric, pea stone, base, and drainage tile as required for the installation of new playground equipment at two separate units, labeled Unit A and Unit B. The drawing provides general notes, construction details, and keynote legends for the new playground equipment and related site work. The related state and local contract opportunity is for Bid Package #4 - Playground Renovations across various elementary schools. The bid package covers work in Macomb County and the City of Warren. No additional details are provided regarding response dates, award dates, contract term, or pricing.
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NOTE:
ON NON-LETTERED HOLES, TO ENSURE CONCRETE
REQUIREMENTS PLEASE REFER TO EACH COMPONENTS
INSTALLATION SHEETS.
INSTALLERS NOTE:
FINAL LOCATION AND ORIENTATION TO BE VERIFIED W/
OWNER IN FIELD
NOTE:
ON NON-LETTERED HOLES, TO ENSURE CONCRETE
REQUIREMENTS PLEASE REFER TO EACH COMPONENTS
INSTALLATION SHEETS.
INSTALLERS NOTE:
FINAL LOCATION AND ORIENTATION TO BE VERIFIED W/
OWNER IN FIELD
G3.0
GENERAL NOTES,
KEYNOTES, SOIL EROSION
NOTES, & DETAILS
DATE:
231988
DESIGN DEVELOPMENT
JOB NO.
SHEET NO.
RASCHECKED BY
REVISIONS
DRAWN BY
FINAL RECORD
CONSTRUCTION
PRELIMINARY
JMS
OCTOBER 20, 2023
FX: 586.573.0822
PH: 586.573.4100
SUITE 209
www.WakelyAIA.com
WARREN, MICHIGAN 48093
30500 VAN DYKE AVENUE
ARCHITECTS
WAKELY ASSOCIATES, INC.
B O
N D
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W
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SO
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S C
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E #4
PL
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TI
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S
+/- 1'-0" (VIF)
4" MI
N
+/- 8"
MI
N (V
IF)
4" MI
N 1'-
0"
MI
N
SCALE: 1 1/2" = 1'-0"
UNDER DRAIN DETAIL1
REMOVE & REPLACE EXIST
WOOD FIBER SURFACING W/
NEW WOOD FIBER SURFACING
- MIN REQMTS:
- 3 8" SIEVE - 85% PASSING
- #60 SIEVE - 50% PASSING
REMOVE & REPLACE EXIST
NON-WOVEN GEOTEXTILE
FABRIC W/ NEW
REMOVE & REPLACE EXIST 4"
(VIF) PEA STONE
VERIFY COMPACTION OF
EXIST BASE IS MIN 95% OF
MAX DENSITY AS DETERMINED
BY THE MODIFIED PROCTOR
REMOVE & REPLACE EXIST 4" DIA
PERF DRAIN TILE W/ SOCK AS
REQUIRED FOR INSTALLATION OF
NEW PLAYGROUND EQUIPMENT
ONLY. INSTALL AT 0.5% MIN SLOPE.
(SEE DTL REF FOR ESTIMATED L.F.
FOR BIDDING)
EXIST DRAINAGE TRENCH. VERIFY
LOCATION IN FIELD AND REUSE. IF
NONE - REFER TO UNIT PRICING.
CONNECT TO EXIST PERIMETER
DRAINAGE TRENCH'S NEW DRAIN
TILE (VIF)
INVERT ELEV - VARIES
MATCH EXIST (VIF)
SI-1
SI-2
1. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO
DETERMINE EFFECTIVENESS OF EROSION AND SEDIMENTATION
CONTROL DEVICES AND ANY NECESSARY REPAIRS SHALL BE
PERFORMED WITHOUT DELAY.
2. EROSION AND ANY SEDIMENT FROM WORK ON THIS SITE SHALL BE
CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY
OFF-SITE AREAS OR IN WATER WAYS. WATERWAYS INCLUDE BOTH
NATURAL AND MANMADE OPEN DITCHES, STREAMS, STORM DRAINS,
LAKES AND PONDS.
3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE PLACED PRIOR
TO OR AS THE FIRST STEP IN CONSTRUCTION; SEDIMENT CONTROL
PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY
TRANSPORTING OF SILT OFF THE SITE.
4. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND
SEDIMENTATION CONTROL DEVICES AS REQUIRED AND AS DIRECTED
ON THESE PLANS. HE SHALL REMOVE TEMPORARY DEVICES AS SOON
AS PERMANENT STABILIZATION OF SLOPES, DITCHES AND OTHER
EARTH CHANGES HAVE BEEN ACCOMPLISHED AND APPROVED BY THE
TOWNSHIP AND/OR COUNTY.
5. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH
UNEARTHED SMALL GRAIN STRAW OR HAY. SPREAD UNIFORMLY AT A
RATE OF 11
2 TO 2 TONS PER ACRE OR 100 POUNDS PER SQUARE FOOT.
ANCHOR MULCH WITH DISC TYPE MULCH ANCHORING TOOL.
6. ALL MUD, DIRT AND DEBRIS TRACKED ONTO EXISTING ROADS FROM
THIS SITE SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. ALL
MUD, DIRT AND DEBRIS TRACKED OR SPILLED ONTO PAVED SURFACES
WITHIN THIS SITE SHALL BE PROMPTLY REMOVED BY THE
CONTRACTOR.
SOIL EROSION / SEDIMENTATION CONTROL NOTES
1. TAP EXIST STORM SEWER STRUCTURE & CONNECT PROPOSED
UNDERGROUND DRAIN TILE. CONTRACTOR TO VERIFY EXISTING INVERT
ELEVATIONS AT STRUCTURE IN FIELD & INSTALL PROPOSED
CONNECTION TO PROVIDE POSITIVE DRAINAGE. ADJUST PROPOSED
UNDER- DRAINAGE SYSTEM'S PIPE DEPTH AND / OR SLOPES AS
NECESSARY TO PROVIDE POSITIVE DRAINAGE
2. PLAYGROUND UNDER DRAIN SYSTEM SHOWN IS BASED ON 1998
DRAWINGS PREPARED BY LANDSCAPE ARCHITECTS PLANNERS,
LANSING, MI. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
AS EXISTING UNDER DRAIN SYSTEM MAY VARY FROM WHAT IS SHOWN
ON CONTRACT DRAWINGS. CONTRACTOR SHALL REPLACE UNDER
DRAIN SYSTEM TO MATCH EXISTING INVERT ELEVATIONS - AS
REQUIRED FOR NEW WORK - AND CONNECT TO EXISTING STORM
STRUCTURES (U.N.O.). UNIT PRICING SHALL BE USED TO ADJUST
QUANTITY OF UNDER DRAIN REPLACED.
3. PROVIDE TEMPORARY FENCING AROUND ANY AND ALL EXCAVATIONS
/TRENCHES
4. REPLACE EXIST WOOD FIBER SURFACING, NON-WOVEN GEOTEXTILE
FABRIC, PEA STONE, BASE, & DRAIN TILE AS REQUIRED FOR
INSTALLATION OF NEW PLAYGROUND EQUIPMENT. UNDER DRAIN
LAYOUT DESIGNED FOR PREVIOUS BOND PROGRAM (SEE PLANS) &
ASSOCIATED DETAILS (SEE SHEET G3.0) SHOWN FOR REFERENCE.
INSTALLED CONDITION TO BE VERIFIED IN FIELD.
5. CONTRACTOR TO VERIFY FALL ZONES FOR ALL ADJACENT EXISTING
PLAYGROUND EQUIPMENT TO REMAIN. FINAL LOCATION OF NEW
EQUIPMENT TO BE VERIFIED IN FIELD.
GENERAL NOTES:
SCALE:
PLAN DETAIL -
PLAYGROUND EQUIPMENT (UNIT A)
1/4" = 1'-0"
SCALE:
PLAN DETAIL -
PLAYGROUND EQUIPMENT (UNIT B)
1/4" = 1'-0"
KEYNOTES:
NEW PLAYGROUND EQUIPMENT (OF/CI) (UNIT A) AND ALL
ASSOCIATED SUPPORT (E.G., FOUNDATIONS) - SEE DETAIL
10/G3.0 FOR ADDITIONAL INFORMATION.
A
NEW PLAYGROUND EQUIPMENT (OF/CI) (UNIT B) AND ALL
ASSOCIATED SUPPORT (E.G., FOUNDATIONS) - SEE DETAIL
11/G3.0 FOR ADDITIONAL INFORMATION.
B
19'-4"
'-0
28'-0"
'-7
LEGEND:
X'-X" G3.0
1 ASSUMED QTY OF UNDER DRAIN TO BE REPLACED.
FINAL QTY TO BE VERIFIED IN FIELD
AREA OF NEW WORK (PLAY GROUND EQUIPMENT,
MULCH, GEOTEXTILE FABRIC, & PEA STONE
THROUGHOUT, UNDER DRAIN AS REQUIRED FOR
NEW WORK)
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
SENSORY DOME
AutoCAD SHX Text
(LARGE)
AutoCAD SHX Text
AutoCAD SHX Text
*DEPTH IS MEASURED FROM FINISHED GRADE
AutoCAD SHX Text 1'-6" [45.72cm]
AutoCAD SHX Text A
AutoCAD SHX Text 2'-6" [76.20cm]
AutoCAD SHX Text
AutoCAD SHX Text
FOOTINGS TABLE
AutoCAD SHX Text
DIAMETER/SIDE
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
DEPTH*
AutoCAD SHX Text
QTY.
AutoCAD SHX Text
ROCKET SHIP
AutoCAD SHX Text
CLIMBER
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text
*DEPTH IS MEASURED FROM FINISHED GRADE
AutoCAD SHX Text 4'-0" [121.92cm]
AutoCAD SHX Text G
AutoCAD SHX Text 3'-6" [106.68cm]
AutoCAD SHX Text
AutoCAD SHX Text 1'-2" [35.56cm]
AutoCAD SHX Text B
AutoCAD SHX Text 2'-6" [76.20cm]
AutoCAD SHX Text
AutoCAD SHX Text
FOOTINGS TABLE
AutoCAD SHX Text
DIAMETER/SIDE
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
DEPTH*
AutoCAD SHX Text
QTY.
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