Attachment 6 Drawings.pdf
PDF 1 MB Posted
- Attached to
- RFP CAST IRON COLUMN STORAGE & CLEAN
- Solicitation number
- 00002481
- Issued by
- Oregon
About this file
This is a technical drawing document prepared by Portland Parks and Recreation (PP&R) in Portland, Oregon, depicting a Cast Iron Coordination Plan at a 1" = 10' scale. The drawing illustrates the spatial layout and installation locations for cast iron columns and support poles within a park facility bounded by Park Avenue SW, Washington Street SW, and Harvey Milk Street SW. The plan identifies 27 support pole locations (designated P1 through P27) and multiple cast iron column installation points (numbered 43 through 95), with specific notations indicating that certain column numbers are not visible in the warehouse or require identification by PP&R staff. The project, dated October 4, 2024, is overseen by Project Manager Ross Swanson and was prepared by Dan Ryan under the direction of Commissioner Adena Long and Director Darcelle X, representing a 75% submittal phase.
The coordination plan establishes clear delineation of responsibilities between the general contractor and the cast iron contractor. The general contractor is responsible for installing support poles and footings, drilling and finishing connector holes, and grouting at the base if necessary. The cast iron contractor is responsible for delivering refinished cast iron pieces to the site, maneuvering them into place, and installing all connectors and fasteners, with connection collars and fasteners provided by the cast iron contractor. The drawing includes a specific notation that cast iron piece 57, currently installed at N.W. Davis/N.W. Naito, must be removed, finished to match specifications, and replaced with a piece to be identified by PP&R. Close coordination between both contractors regarding fastener hole locations is required to ensure proper installation and project completion.
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Text version
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Healthy HealthParks, Portlandy
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75% Submittal
CAST IRON COORDINATION PLAN
SCALE: 1" = 10'1
Cast Iron Coordination Plan
SW 9TH AVE.
P9P8P7 P6
P26
P22
P23
P24
P21
P20
P25
P27
5577765657747355
U1
U2
P2 P3 P4 P5
NUMBER NOT
VISIBLE IN
WAREHOUSE -
LIKELY TO BE 93
NUMBER NOT
VISIBLE IN
WAREHOUSE -
SIMILAR TO 75
SUPPORT POLE LOCATION NOT USED
FOR CAST IRON INSTALLATION.
KEY NOTES
1 111
CAST IRON COLUMNS
CAST IRON COLUMN INSTALLATION
LOCATION WITH COLUMN NUMBER.
SEE SCANS OF COLUMNS ON THIS
SHEET.
P27
SUPPORT POLES
SUPPORT POLE LOCATION WITH POLE
NUMBER. SEE SUPPORT POLE
SCHEDULE ON SHEET L2.10 FOR
MORE INFORMATION
STORAGE CONTAINER
SUPPORT POLE AND
FOOTING INSTALLATION BY
GENERAL CONTRACTOR
CONNECTION COLLAR AND
FASTENERS PROVIDED BY
CAST IRON CONTRACTOR
GENERAL CONTRACTOR AND
CAST IRON CONTRACTOR TO
COORDINATE ON LOCATION OF
FASTENER HOLES. GENERAL
CONTRACTOR TO DRILL AND
FINISH CONNECTOR HOLES.
GENERAL CONTRACTOR TO
GROUT AT BASE IF
NECESSARY
CAST IRON CONTRACTOR
TO DELIVER REFINISHED
CAST IRON PIECES TO SITE
AND IS RESPONSIBLE TO
MANEUVER INTO PLACE
AND INSTALL ALL
CONNECTORS AND
FASTENERS.
CAST IRON PIECE 57 IS CURRENTLY INSTALLED AT N.W.
DAVIS/N.W. NAITO. REMOVE AND FINISH THIS PIECE TO
MATCH AND REPLACE WITH CAST IRON PIECE TO BE
IDENTIFIED BY PP&R
ADDITIONAL NOTE
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