schematic_designs_drawings.PDF
PDF 2 MB Posted
- Solicitation number
- RFQ194319
- Issued by
- Santa Clara County, California
About this file
The document is a schematic design drawing for the Lytton Plaza Fountain Modifications project, involving the Friends of Lytton Plaza and the City of Palo Alto in California. The project scope includes replacing existing fountain grate covers with new custom grates manufactured by Urban Accessories, specifically 30 rectangular basin grate covers measuring 17" x 18" and 2 custom triangular fountain niche grate covers. The design drawings, prepared by Guzzardo Partnership Landscape Architects, specify nickel bronze grates with a brushed finish, standard pedestrian traffic load rating, and anti-theft bolts. Contractors are required to verify all existing dimensions and attachment points on-site before fabrication.
The project requires precise field measurements and coordination, with specific instructions for contractors to protect existing construction and work under qualified supervision. The grates will be installed on an existing concrete fountain catch basin with embedded cobblestone, maintaining the current site topology. The procurement process is part of the City of Palo Alto's Request For Quotes (RFQ194319) for the Community Services Department, with the intent to issue a General Services Agreement for fountain grate replacement. No specific pricing details or funding sources are explicitly outlined in the provided documentation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Replace_Existing_Fountain_Grate_at_the_Lytton_Plaza_Fountain.pdf | ||
| Specifications.pdf | ||
| General_Services_Agreement.pdf | ||
| Insurance_Requirements.pdf | ||
| Performance_Bond.pdf | ||
| Payment_Bond.pdf |
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Text version
Project Number
Date: 25.03.01
I s s u e s / R e v i s i o n s:
No. Date Description
Lytton Plaza Fountain Modifications
University Ave / Emerson Street
Palo Alto, California Friends of Lytton Plaza and
City of Palo Alto
07595
25.03.12 New Grate Cover1
THE
INC.
Guzzardo Partnership, Landscape Architects Land Planners Pier 9, The Embarcadero, Suite 115 San Francisco, CA 94111 www.tgp-inc.com
Fountain Grate Cover Notes
L-1
Manufacturer: Urban Accessories Contact: spruceandgander.com, email: info@spruceandgander.com, tel: 877.650.7711 Direct Contact: Chrissy Mis, tel. 330.460.0972
BASIN GRATE COVER:
Model: Title Wave Trench Grate, material: nickel bronze, standard pedestrian traffic load rating, size: 17" x 18" modules + corner piece: 2'x2' w/ 6"x6" notch as shown, continuous metal L-brackets + anti-theft bolts to be included for each grate, color/finish: nickel bronze in brushed finish.
QTY: 30 rectangle grates + 1 front corner piece / field verify
FOUNTAIN NICHE GRATE COVER:
Model: Title Wave Trench Grate, material: nickel bronze, standard pedestrian traffic load rating, size: custom triangular in 2 pieces per manufacturer recommendation;
fountain nozzles opening sizes & locations + min. (1) support pipe size to be field verified prior to fabrication;
anti-theft bolts to be included / existing L-brackets / tabs reused.
color/finish: nickel bronze in brushed finish.
QTY: 2 custom pieces to create 1 triangular grate
NOTES:
1. Contractor to verify sizing and provide a template before grate manufacturing.
2. Contractor to locate all existing attachment tabs on site and verify sizing and dimensions for new grates pre-drilled holes.
3. Title Wave patterns shown diagrammatically; final pattern per manufacturer.
FOUNTAIN NOTES
1. The Contractor shall verify all distances and dimensions in the field and bring any discrepancies to the attention of the Landscape Architect for a decision before proceeding with the work.
2. All work shall be performed by persons familiar with fountain construction work and under supervision of a qualified foreman.
3. Provide manufacturer's detailed shop drawings or annotated catalog cuts of ALL components for review by the Landscape Architect prior to ordering and assembling equipment.
4. The fountain construction details herein are schematic design drawings to establish the intent of the design, scope of work and location of fountain.
5. Protect all existing construction from damage. The Contractor shall be responsible for the repair of any damage to existing construction caused by the activities of the Contractor or the Contractor's representatives.
NEW GRATE COVERS SPECIFICATIONS:
URBAN ACCESSORIES STANDARD GRATE COVERS SPECS:
(to be customized)
Pre-Bid Submittal
Project Number
Date: 25.03.01
I s s u e s / R e v i s i o n s:
No. Date Description
Lytton Plaza Fountain Modifications
University Ave / Emerson Street
Palo Alto, California Friends of Lytton Plaza and
City of Palo Alto
07595
25.03.12 New Grate Cover1
THE
INC.
Guzzardo Partnership, Landscape Architects Land Planners Pier 9, The Embarcadero, Suite 115 San Francisco, CA 94111 www.tgp-inc.com
Fountain Grate Cover Details
L-2
Section 1
Fountain niche w/ new grate cover, see detail 1.Edge of lower basin to remain.
Edge of lower basin to remain.
Fountain basin w/ new grate cover, see detail 2.
EXISTING concrete fountain catch basin.
Slope Varies
TW (59.15)
Basin Grate Cover scale: 1" = 1'-0"
EXISTING fountain concrete slab.
EXISTING Concrete Paving w/ imbedded Cobble to REMAIN.
17" / field verify
NEW basin trench drain grate cover, width to be field verified;
see grate covers specifications, sheet L-1.
EXISTING Adjacent Paving to REMAIN.
CLEAR all existing loose cobble.
(59.11)
* SECTION 1 grades shown
NEW continuous 4"x4" nickel bronze L-bracket to hold trench drain cover. Attach to catch basin walls w/ SS metal pins.
Attach grate to L-bracket w/ SS bolts for scheduled maintenance removal.
5'
5'
New fountain niche grate cover:
custom size, see grate covers specifications, sheet L-1.
10"1/2 2'
2'
*all dimensions to be field verified prior to new grates fabrication
*all dimensions to be field verified prior to new grates fabrication
(3) 3" diam. water nozzle openings, field verify opening size and location.
North
SCALE AS NOTED
Fountain layout scale: 1/4" = 1'-0"
BOW 59.16
COBBLE 58.65
GRATE-1 58.59
GRATE-2 58.59
BW 58.68
TW 59.45
BOW 58.89
COBBLE 58.65
GRATE-1 58.54
GRATE-2 58.56
BW 58.66
TW 60.67BOW 59.11
COBBLE 58.74
GRATE-1 58.58
GRATE-2 58.59
BW 58.69
TW 59.15
BOW 59.28
COBBLE 58.85
GRATE-1 58.58
GRATE-2 58.58
BW 58.80
TW 60.61
Site topo per civil:
BKF
25.01.16
Section 1
Fountain Niche Grate Cover scale: 1/2" = 1'-0"
(1) pipe for grate mid span support, verify size and location needed;
match supports currently installed.
Existing niche metal edge to remain.
Existing L-brackets to hold the grate cover to remain.
Existing light to remain (no opening).
11"
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24'-6"
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23'
Pre-Bid Submittal
1" = 5'scale
5 0 5 feet
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BOW BACK OF WALK
BW BOTTOM OF WALL
COL COLUMN
COBBLE COBBLESTONE
CONC CONCRETE
HCR ACCESSIBLE RAMP
LSCP LANDSCAPE
TW TOP OF WALL
TS TRAFFIC SIGNAL
TSB TRAFFIC SIGNAL BOX
WM WATER METER
SURVEY NOTES
1. ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS THEREOF.
2. DATE OF THE FIELD SURVEY: DECEMBER 12, 2024
HORIZONTAL DATUM
THE HORIZONTAL DATUM USED FOR THIS SURVEY IS DERIVED FROM GNSS RTK METHODS, UTILIZING THE LEICA SMARTNET REAL TIME NETWORK, TIED INTO CALIFORNIA STATE PLANE COORDINATES NAD83, EPOCH 2023.25.
ELEVATION DATUM
BKF CONTROL POINT 52
CUT X ON BRICK PAVER AT SOUTHWESTERLY CORNER OF INTERSECTION OF UNIVERSITY AVENUE & EMERSON STREET.
ELEVATION = 59.25' (GPS DERIVED) BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
LEGEND
| L-1-1 |
| 1 |
| L-1-2 |
| 2 |
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