REQUEST FOR QUOTATION · Request for Quotation: #Q16-304 PROPONENT NAME: _____ (please submit all...

Request for Quotation: #Q16-304 PROPONENT NAME: ___________________________ (please submit all pages with quote)

of 9

THIS IS NOT AN ORDER

REQUEST FOR QUOTATION

Request for Quotation: Q16-304- Westshore Estates Park Site Works for Band Shelter and Drinking Water Fountain Issue Date: July 29, 2016

Submission Deadline: 3pm on August 18th, 2016 Site Visit (non-mandatory): August 4th 2016 at 10am, at Westshore Estates Community Park, 10777 Westshore Road, Central Okanagan West.

1. INSTRUCTIONS:

Through this Request for Quotation (RFQ), the Regional District of Central Okanagan seeks quotes for the work outlined

under Section 2. The intent of this RFQ process is to award the work the quote (or quotes) which offer the lowest overall

cost to the Regional District for the work stated, subject to the Terms and Conditions under section 4.

How to submit a quote:

To submit a quote, please complete the following steps:

a) Review the requirements / scope of work detailed under section 2, and attend the site visit as required in order to

familiarize yourself with all the requirements.

b) Review the Term & Conditions in section 4.

c) Complete your quoted pricing in section 3, along with the other requested details.

d) Submit all pages of this document prior to the Submission Deadline (stated above) to Andy Brennan, RDCO

Purchasing Manager at [email protected] or by mail/hand to Regional District of Central Okanagan

Reception, 1450 KLO Road, Kelowna, BC V1W 3Z4. Please ensure your email subject line or envelope is labelled

with the title “Q16-304 - Westshore Estates Park Site Works for Band Shelter and Drinking Water Fountain RFQ”.

2. REQUIREMENTS / SCOPE OF WORK:

2.1 Summary:

The Regional District is performing various upgrades to the Westshore Estates Community Park, located at 10777

Westshore Road (Central Okanagan West Electoral Area, in the Regional District of Central Okanagan). The plan

for the finished park is included in Attachment 2 hereto – Design Drawings.

A Contractor (RecTec Industries) has already been selected to supply and install a 24’ diameter band shelter in

the park. This Request for Quotation (RFQ) has been issued to select a Contractor or various Contractors to

perform the following works (described as “Lots 1 to 4” in this RFQ):

Tree Removal and Rough Grading (Lot 1)

Site Preparation & Earthworks (Lot 2)

Installation of a Water Fountain (Lot 3)

Landscaping, Trail Construction and Irrigation (Lot 4)

Contractors are invited to bid on individual or multiple lots, as they wish. The Regional District will then award

contracts for the work based on lowest overall costs to complete the work.

2.2 Timing: All work must be performed to Substantial Completion no later than October 19, 2016. The

Contractor(s) will be required to have some flexibility in their schedules for the work in order to co-ordinate

with other works on-site.

2.3 Scope of Work:

a) Lot 1 – Tree Removal and Rough Grading

The scope of work includes the falling, removal and disposal of nine trees (various sizes), limbs

and stumps off site; building the access over the ditch into the park site; removing two wood

rail fence panels for equipment access; removing four existing concrete picnic tables and

concrete pads to a temporary location within the park; filling of stump holes; rough site

ATTN: Andy Brennan

Purchasing Manager

1450 KLO Road

Kelowna, BC V1W 3Z4

Ph: (250) 763-4918

[email protected]

mailto:[email protected]


of 9


grading and levelling of the site for the band shelter installation; and clean-up of roadway of

dirt and debris.

If the Contractor elects to hand fall the trees, > 15.24 cm (6”) diameter, identified for

removal, a certified hand faller or arborist must be used, with the cost for this built into Lump

Sum Prices. Proof of certification for the faller working on the project must be provided in

advance of the work.

The Regional District will secure a fire wood permit (Free Use Permit) and will supply a copy of

the permit to the Contractor. Under the requirements of the free use permit, no wood, chips

or debris removed from the site may be sold for any purposes.

Excess fill material can be disposed of on site, at a location designated by the Regional

District.

b) Lot 2 - Site Preparation and Earthworks

The scope of work includes the following; construction survey layout, grading, excavation,

trenching, install of conduit and sweeps, import of structural fill and aggregates for the

installation of:

o the band shelter,

o drinking water fountain,

o electrical power,

o water line for potable water, and

o new metal irrigation clock enclosure mounted to a metal pole

The location of new irrigation controller/clock enclosure, metal pole and concrete footing will be installed as close to existing irrigation clock box as possible. In future, Regional District will remove and rewire the existing battery operated (12 zone) irrigation clock over into new enclosure.

The water line and electrical line for to the water fountain and irrigation clock enclosure will

be placed horizontally in the same trench. Minimum depth of burial of armoured electrical

cable will be 508mm (20”) with 304mm (12”) separation between water and electrical cable.

Marker tape will be placed into the trench.

c) Lot 3 – Water Fountain

The scope of work includes the installation and assembly of a new drinking water fountain. A

qualified plumber will be required to make the connection to the existing water service for the

installation of the water line (potable water), shut off valve, blowout, back check valve.

Works must comply with the BC Plumbing Code and other applicable codes. The water

fountain will be mounted to a reinforced cast-in-place concrete pad and installation of a drain

pit and drain pipe to winterize the fountain.

Water fountain is a Halsey Taylor Model4420BF1UDB and will be supplied by the Regional

District to the Contractor for installation.

The Contractor is responsible for permits, fees, inspection and testing for cross connection.

d) Lot 4 – Landscaping, Trail Construction and Irrigation

The scope of work includes the landscaping (supply and install sod, topsoil, mulch, seeding of

disturbed areas), construction of gravel trails and installation of new 4 zone irrigation system

around the band shelter.

Planting beds will be prepared with imported topsoil and bark mulch for future landscape

planting.

Disturbed areas will be grass seeded with Okanagan Native Blend seed mix to reduce weeds

from establishing.

Construction of 39m length of compacted gravel trails (Trail Type 2: Standard Multi-use) from

parking area to band shelter and playground. Trails to be cross drained 2%.

Design, supply and install 4 zone irrigation system, including all irrigation lines, valves, heads,

fittings and irrigation clock in accordance with IIABC standards.

o The new 4 zone irrigation system will be tied into the existing 50mm (2”) irrigation

main line for the existing turf area and playing fields.


of 9


o The 4 zones will include: 2 zones for turf around band shelter, 1 zone for future

landscaping/turf, and 1 zone for future drip irrigation in planting bed.

o Irrigation control valves, sprinkler head, nozzles, and irrigation controller/clock to be

Hunter brand.

o Location of new irrigation controller/clock enclosure, metal pole or mast, and

conduits (120 volt and low voltage) will be placed as close to existing battery

operated irrigation clock on site.

o The existing battery operated (12 zone) Hunter irrigation clock will remain but will be

swapped out at a later date by Regional District.

Contractor will provide a 1 year warranty for installed sod, including repairs and re-sod of

dead or bare spots.

Topsoil: Must be weed free; provide sample to Regional District for approval prior to

placement

Sod: Interior grass seed mixture or equivalent blend. Sod must be free of noxious weeds,

diseases, and debris.

Native Grass Seed Mix: Okanagan Native Blend, All grass seed must be Certified Canada No. 1

seed

Okanagan Native Blend

Species % by Weight % by Species

Blue Bunch Wheatgrass 32% 14%

Annual ryegrass 20% 13%

Rough fescue 17% 14%

Idaho fescue 13% 17%

Perennial ryegrass 10% 8%

Sandberg Bluegrass 4% 11%

June Grass 3% 15%

Canada bluegrass 1% 8%

Granular Base for Trail: 25mm (1”) minus crushed gravel conforming to following graduations:

Sieve Size Passing

(mm) (%)

25 100

19 80-100

9.5 60-90

4.75 35-70

2.36 25-50

1.18 15-35

0.300 5-20

0.075 2-8

Crusher Chips for Trail: 12mm (1/2”) crusher chips with rock dust

e) General Requirements

Contractor will be responsible for verifying all dimensions, grades and locations of works to

achieve areas and dimensions as shown on the design drawings.

All construction works and materials must comply with applicable Provincial, local government

legislation, codes and regulations (such as WorkSafe BC, BC Plumbing Code, BC Electrical

Code, BC Safety Authority requirements, etc.).

Public access to the existing playground, sports field, and parking lot will continue throughout

the construction period. The Contractor(s) will coordinate with the Regional District with

regard to timing and locations of the erection of construction notification signs and

construction fencing around excavation and open trench areas and to monitor public access.


of 9


The park has an existing irrigation system for the turf area and sports fields on site. The

Contractor(s) will coordinate with the Regional District on identifying irrigation valve boxes

and sprinkler heads prior to construction and on the timing of irrigation system blow out in

October by the Regional District.

The itemized scope of works, as identified in Section 3 (b) Quoted Pricing bid table,

supersedes the design drawings.

Contractor will need to co-ordinate with other Regional District Contractors who are working

on-site, in-case of a conflict between the two.

Information note regarding Westside Road construction: Ministry of Transportation – Westside

Road Improvements: construction 11 km north of Junction with Highway 97 South 7:00AM to

5:00PM with scheduled 2 hour closures from 9:30AM-11:30AM and 12:30PM-2:30Pm for rock

blasting. For schedule updates, check DriveBC – Westside Road or call the Hotline: 1-844-371-

3824. Alternate Route: Via route north of Vernon, BC. Turn off at Junction of Highway 97

(97th Street) and Westside Road, south on Westside Road to Westshore Road.

f) Scope of Work Attachments

Attachment 1: General Location Map

Attachment 2: Design Drawings L-01 to L-07, 7 pages

Attachment 3: Geotechnical Report by Beacon Geotechnical Ltd.,9 pages

Attachment 4: Installation Instructions for Halsey Taylor Water Fountain (Model: 4420BF1UDB), 6 pages


of 9


3. RESPONDENT’S DETAILS & QUOTED PRICING:

a) Respondent Details:

Company Legal Name: ______________________________________________________________________

Note: If sole proprietorship, please state name of owning individual, plus company trading name.

Company Address: _________________________________________________________________________

Contact Name: __________________________________________

Signature: ______________________________________________

Phone : ________________________________________________

Email : _________________________________________________

Date of quote submission: __________________________________________________

b) Quoted Pricing: For performance of the work described in Section 2 – Requirements / Scope of Work, the respondent quotes the following prices:

All Lump Sum Prices shall be inclusive of all equipment, materials, labour, permits, fees, licenses and all other related costs necessary to complete the work.

Scope and requirements for each item shall be as detailed under Section 2

PST on materials provided shall be included in Lump Sum Prices. GST for the work shall be shown separately as indicated.

# SCOPE OF WORK ITEM: LUMP SUM PRICE ($)

Lot 1

Lot 1 – Tree Removal and Rough Grading:

1.1 Mobilization/ Site Access $

1.2 Construct ditch crossing for access into work site and remove 2 wood railed fence panels

$

1.3 Removal of Trees (9 trees of various sizes), limbs and stumps; disposal off site $

1.4 Removal of Picnic Table with concrete pad (4) to temporary location in park $

1.5 Fill in any holes left by tree stumps, clear and grub vegetation and rough grading (level area) for band shelter installation.

$

1.6 Clean up of roadway of dirt and debris during construction and completion of works

$

1.7 Any Other Costs (Please specify) $

1.8 LOT 1 TOTAL LUMP SUM PRICE (GST EXCLUDED): $

1.9 GST: $


of 9



Lot 2

Lot 2 – Site Preparation and Earthworks

2.1 Mobilization / Site Access $

2.2 Construction survey and layout and supply and install construction fencing around excavation area.

$

2.3 Site grading, excavation and site/foundation preparation within proposed band shelter footprint, as per Drawing L01 and attached Geotechnical report recommendations.

$

2.4 Trenching and backfilling for electrical line to band shelter 10m (L) x 0.6m (W) x 0.762m (D)

$

2.5

Trenching, sand bedding and backfilling for water line (for potable water) to water fountain and electrical line to irrigation clock pedestal, both electrical and water will be located horizontally in the same trench. Supply and place marker tape in trench. 12m (L) x 0.6m (W) x 0.6m (D)

$

2.6 Supply, install, compact and test structural fill and aggregate base/sub-base under 8.5 m (28’) diameter concrete pad, as per attached Geotechnical Report.

$

2.7

Supply and install conduits and sweeps for irrigation controller/clock enclosure - separated galvanized metal conduits for electrical power (120 volt and low voltage irrigation wiring) and DB2 PVC conduit sweeps Conduits: 38mm galvanized metal conduit (for 120 volt power supply), 75 mm galvanized metal conduit (low voltage) and provide a minimum of 2 metal u-clamps per conduit for attaching to pole/mast.

$

2.8

Supply, install new weather proof, lockable, steel, irrigation controller/clock enclosure, metal pole or mast with mounting panel and concrete footing. The enclosure will house the irrigation controller and a 120 volt duplex receptacle. Enclosure: Nema 4 Rated, power coated finish, 900mm (L) x 600mm (W) x 200mm (D) c/w backing plate, hinged door and 3 point handle latch OR equivalent enclosure, approved by Regional District.

$

2.9

Supply and install reinforced cast in place concrete pad 1.82m (L) x 1.82m (w) x 0.152 m (D), compacted granular base under concrete pad, drain pit with 0.38 m3 coarse drain rock wrapped in filter fabric and drain pipe for water fountain. Concrete mix: minimum compressive strength at 28 days of 32MPA

$

2.10 Level and compact excess fill material in designated disposal area adjacent to parking lot entrance.

$

2.11 Site clean-up $

2.12 Any other Costs (Please specify) $


2.14 GST: $


of 9



Lot 3

Lot 3 – Drinking Water Fountain


3.2 Plumbing permit, fees, inspection and testing for cross connection (potable water) $

3.3 Supply and install water line from existing water connection to fountain, back check valve, stop & drain, blow out, and vault. Trench dimensions: 13m (L) x 0.6m (W) x 0.6m (D)

$

3.4 Assemble and install water fountain to concrete pad, drain pit and drain pipe. $



3.7 GST: $


Lot 4

Lot 4 – Landscaping, Trail Construction and Irrigation


Landscaping

4.2 Supply, place, grade and compact topsoil (70% organics/ 30% sand) for sod area (95 m2 x 75 mm depth)

$

4.3 Supply and install sod (95 m2) $

4.4 Supply and install planting bed growing medium (90 m2 x 450mm depth)

$

4.5 Supply and place bark mulch for planting beds (90m2 x 100 mm depth)

$

4.6 Supply and place bark mulch for tree planting beds (58m2 x 100mm depth)

$

4.7 Supply, place, roll and rake 50mm (2”) depth topsoil and Okanagan Native Blend grass seed mix over disturbed areas

$

Trail Construction

4.8 Supply and install compacted 25mm (1’) minus granular base for trails 39m (L) x 2m (W) x 100mm (D)

$

4.9 Supply and install compacted 12mm (1/2”) crusher chip surfacing for trails 39m (L) x 2m (W) x 50mm (D)

$

4.10 Supply and install PVC conduit under trail for irrigation pipe $


of 9


Irrigation

4.11

Create Irrigation design for 4 zone system based on Hunter brand irrigation products.(2 zones for turf, 1 zone for future drip irrigation in shrub bed, and 1 zone for future shrub bed/turf expansion). Note: Zones for drip irrigation and landscape bed will have irrigation pipe and polydrip pipe stubbed with pvc ball valves for blow out (winterizing). These 2 zones will be for future installation.

$

4.12

Supply and install of irrigation materials (valves, sprinkler heads, nozzles, pvc pipe, fittings, swing joints, wire, glue, cement, clock) for 4 zone Hunter irrigation system. List of Specified Hunter Brand Products and Quantities to be included in irrigation design and system: 3 – Hunter ICV 1” Glass-filled Nylon, 200 psi with flow control NPT (Park No. HUN-ICV-101G) 1 – Hunter 1” NPT Drip Zone Control Kit with PGV flow control valve (Part No. HUN-PCZ-101-40) 1 – Hunter 6 Station I-CORE Plastic Cabinet – Expands to 42 stations (Part No. HUN-IC-600-PL) 2 – Hunter 6 Station I-Core Modules (Part No. HUN-ICM-600) 1 – Valve Box – 13x20x12 in size (Part No. VB-NDS218BC) 25 – Hunter Pro-Spray Sprayheads 4” PRS, 30 psi with check valve (Part No. HUN-PROS-04-PRS30) 10 – Nozzles, 8 ft., Adjustable Arc (Part No. HUN-8A) 5 – Nozzles, 10 ft., Adjustable Arc (Part No. HUN-10A) 4 - Nozzles, 12 ft., Adjustable Arc (Part No. HUN-12A) 6 - Nozzles, 15 ft., Adjustable Arc (Part No. HUN-15A) 1 – Quick coupler – 1” inlet, 1-piece body, rubber cover (Part No. HUN-HQ5RC) 2 – Valve boxes for stubbed irrigation lines and pvc ball valves (for blowing out the 2 irrigation zones to planting beds)

$

4.13 As-Built drawing for irrigation system, including all manuals and warranty card for irrigation clock

$

4.14 Clean up site , re-install wood rail fence panels, remove fill material from ditch crossing and re-establish ditch crossing

$


LOT 4 TOTAL LUMP SUM PRICE (GST EXCLUDED): $

GST: $

c) Other Details:

Our Worksafe BC # is: ________________________

Please detail (on a separate sheet or accompanying note), any discounts available if your firm is awarded a contract for more than one lot. For example, any reduction in mobilization and access costs due to synergies.


of 9


4. TERMS & CONDITIONS:

a) Request For Quotation Process Terms:

The following terms apply to this Request For Quotation process:

The return of a signed quotation by a respondent shall constitute a quotation to supply or perform the work

outlined in section 2 (Requirements / Scope of Work) for the prices quoted by the respondent in section 3

(Respondent’s Details & Quoted Pricing).

The Regional District’s intent is to award the work to the respondent (or respondents if splitting the contract by

Lots) that offers the lowest overall cost to perform the work. The Regional District may not award every Lot to

the lowest quote received for that Lot if there are efficiency savings possible by having one Contractor perform

multiple the work across multiple Lots. The Regional District reserves the right to not award the work, or place

any contract as a result of this RFQ with the lowest quote received or to any respondent at is sole discretion.

Nothing in this Request For Quotation is intended or shall create a formally legally binding bidding process and

shall instead be governed by the law applicable to direct commercial negotiations. For greater certainty, this RFQ

shall not give rise to any “Contract A’- based tendering law duties or any other legal obligations arising out of any

process contract.

The Regional District reserves the right to waive minor deficiencies in quotations received and to seek clarification

from respondents on aspects of their quotation.

Respondent’s should note that certain aspects of any contract award resulting from this RFQ, including the

Contractor name and total contract price (not including unit pricing), will be available publicly, as required under

the Freedom of Information and Protection of Privacy Act and standard RDCO practice.

b) Terms & Conditions for performance of the work:

For the performance of the work under Lot #2 (Site Preparation & Earthwork) and /or Lot #4 (Landscaping, Trail

Construction & Irrigation), the terms and conditions contained in the accompanying document titled “Q16-304, Lots 2

and 4 Contract Terms and Conditions” shall apply to the work.

For the performance of the work under Lot #1 (Tree removal and Rough Grading) and Lot #3 (Drinking Water Fountain),

the Regional District’s Standard PO terms and conditions will apply to the work, and can be read at:

http://www.regionaldistrict.com/media/82619/RDCOPurchaseOrderTermsConditions.pdf

http://www.regionaldistrict.com/media/82619/RDCOPurchaseOrderTermsConditions.pdf

Bluebird DrWestshore Rd

RDCO Parks

I

WESTSHORE ESTATES COMMUNITY PARKBAND SHELTER PROJECT

10777 Westshore Road

Proposed Band Shelter Location

May 26, 2016

W

W

(D) FOOTINGS EXCAVATION

TO BE DONE BY BAND

SHELTER CONTRACTOR

NOTE: SEE DETAIL 5 ON SHEET

L - 07 FOR MORE INFORMATION

(E) TEMPORARILY FILL DITCH UNTIL

FLUSH TO SURROUNDING GRADE

TO PERMIT CONSTRUCTION AND

DELIVERY VEHICLE ACCESS

NOTE: SEE DETAIL 3 ON SHEET L - 06

FOR MORE INFORMATION

CONSTRUCTION VEHICLES

ENTRANCE TO SITE

THROUGH FENCE

OFF OF WESTSHORE RD

PANELS 6 & 7 WILL NEED

TO BE REMOVED

NOTE: SEE DETAIL 3 ON SHEET

L - 06 FOR MORE INFORMATION

PICNIC TABLE AND

CONCRETE PAD

TO BE REMOVED

TREES TO BE

REMOVED (4)

PICNIC TABLE AND

CONCRETE PAD

TO BE REMOVED

TREE TO BE

REMOVED

PICNIC TABLE AND

CONCRETE PAD

TO BE REMOVED

EXTENTS OF PROPOSED TURF

NOTE: SEE DETAIL 2 ON

SHEET L - 06 FOR

MORE INFORMATION

(B) EXCAVATE EXISTING

MATERIALS TO A

DEPTH OF 75mm

(C) EXCAVATE EXISTING

MATERIALS TO A

DEPTH OF 150mm


SHEET L - 06 FOR MORE

INFORMATION

TREES TO BE

REMOVED (3)

(A) EXCAVATE EXISTING

MATERIALS TO

DEPTH OF 762mm

OVERHEAD POWER

LINE

(F) EXCAVATE EXISTING

MATERIAL TO A DEPTH

OF 508mm

I

(J) EXCAVATE EXISTING

MATERIALS TO A

DEPTH OF 600mm

WATER

MAIN

WATER

VALVE

ELECTRICAL POWER POLE

(G) EXCAVATE EXISTING

MATERIALS TO A

DEPTH OF 305mm

A

B

B

C

C

D

D

E

F

G

H

H

J

TREE TO

BE REMOVED

PICNIC TABLE

AND CONCRETE

PAD TO BE

REMOVED

K

(H) PROPOSED MULCHED

PLANTING BEDS

EXCAVATE MATERIALS

TO A DEPTH OF 450mm

(C) EXCAVATE EXISTING

MATERIALS TO A DEPTH

OF 150mm


SHEET L - 06 FOR

MORE INFORMATION

EXTENTS OF

OPEN EXCAVATION AREA

(K) PROPOSED MULCHED

PLANTING BEDS

REMOVE EXISTING ORGANICS

TO MAX. DEPTH OF 100mm

(K) PROPOSED MULCHED

PLANTING BEDS

REMOVE EXISTING ORGANICS

TO A MAX DEPTH OF 100mm

K

(H) PROPOSED MULCHED

PLANTING BEDS

EXCAVATE MATERIALS

TO A DEPTH OF 450mm

EXISTING 2" IRRIGATION LINE

DRAWN Cassandra Dell'Aquila

DATE 28 June 2016

SCALE 1:150

L - 01

DRAWING TITLE

SITE

PREPARATION

AND REMOVALS

NOTES

All measurements are in meters unless

otherwise specified.

Do not scale drawing.

Drawing not issued for construction.

1450 K.L.O. Road

Kelowna BC V1W 3Z4

Telephone: (250) 469-6232

Fax: (250) 762-7011

www.regionaldistrict.com

PLOTTED 28 July 2016

REVISIONS AND ISSUES

NO. DATE DESCRIPTION

2016/06/15 ISSUED FOR APPROVAL

2016/06/28 ISSUED FOR REVIEW

PROJECT 10777 Westshore Road

ADDRESS Vernon BC V1H 2C2

N

LEGEND

Extents of Construction

Trees for removal

(A) Electrical Trench to Shelter

(B) Sod Area

(C) Gravel Trail

Picnic Table and Pads

(D) Concrete Footings

(E) Access - Fill Ditch

Extents of Turf Area

SHEET

PROJECT TITLE

WESTSHORE

ESTATES

COMMUNITY

PARK

BANDSTAND

(F) Band Shelter Concrete Pad

QUANTITIES FOR SITE PREPARATION AND REMOVALS:

Tree Removal: 9

Picnic Tables & Concrete Pads Removal: 4

Area A (Electrical Line Trenching): 6.0m² x 762mm = 4.6 m³

Area B (Sod Excavation): 95m² x 75mm = 7.16 m³

Area C ( Trail Excavation): 78m² x 150mm = 11.7 m³

Area D (Concrete Footings Excavation): BY OTHER CONTRACTOR

Area E (Fill Ditch for Access): 13.0m² x 600mm = 7.8 m³

Area F (Band Stand Footprint Excavation): 57.2m² x 508mm = 29.0 m³

Area G (Water Fountain Concrete Pad Excavation): 3.2m² x 305mm = 0.98 m³

Area H (Plant Bed Excavation): 89.5m² x 450mm = 40.28 m³

Area J (Water Line Trenching): 12.0m² x 600mm = 7.2 m³

Area K (Tree Plant Beds Excavation): 57.7m² x 100mm = 5.77 m³

(G) Water Fountain Concrete Pad

(H) Planting Beds

(J) Water Line & Electrical Line

(K) Tree Plant Beds

Notes:

All proposed grades must blend evenly to meet the

existing grade at the base of all existing trees.

EXISTING TURF

SITE ACCESS THROUGHTWO REMOVED FENCE

PANELSNOTE: SEE DETAIL 4 ON

SHEET L - 06 FORMORE INFORMATION

W

W

PROPOSED TURF

PROPOSED TURF

EXISTINGPARKING

LOT

EXISTING WATERVALVE

EXISTING ELECTRICPOWER POLE

PROPOSED ELECTRICALTIE-IN

PROPOSED 2m WIDE TYPE2 STANDARD MULTI-USE TRAIL

NOTE: SEE DETAIL 1ON SHEET L - 06 FORMORE INFORMATION

EXISTING IRRIGATIONCLOCK

EXISTING GARBAGEAND RECYCLING

RECEPTACLE

EXTENTS OF PROPOSED TURFNOTE: SEE DETAIL 2 ON SHEETL - 06 FOR MORE INFORMATION

EXISTING OVERHEADPOWER LINE

MULCHEDPLANT BEDS WITH 350mmTOPSOIL & 100mm MULCH

NOTE: SEE PLANTINGPLAN ON SHEET L-05

FOR MORE INFORMATION

CONCRETE PAD8.5m DIAMETER

INSTALLED BYOTHERS

7.3m DIAMETER HEXAGON PICNICSHELTER TO BE INSTALLED BY OTHERSNOTE: SEE DETAILS 2, 5 & 6 ONSHEET L - 06 FOR MORE INFORMATION EXISTING PARK

ENTRY SIGN

PROPOSED 2m WIDE TYPE 2STANDARD MULTI-USE TRAIL

NOTE: SEE DETAIL 1 ON SHEETL - 06 FOR MORE INFORMATION

EXISTINGBASKETBALLPAD

I

EXISTINGPLAYGROUND

PROPOSED WATER LINEFOR WATER FOUNTAIN

PROPOSED WATER FOUNTAIN TO BEINSTALLED ON 1.8m x 1.8m CONCRETE PAD

NOTE: SEE DETAIL 4 ON SHEETL - 06 FOR MORE INFORMATION

TREEPLANT BED WITH

100mm TOPSOIL &100mm MULCH

TREEPLANT BED WITH100mm TOPSOIL &100mm MULCH

MULCHEDPLANT BEDS WITH 350mmTOPSOIL & 100mm MULCHNOTE: SEE PLANTING PLANON SHEET L - 05 FORMORE INFORMATION

EXISTING CONIFEROUSTREE (typ)

EXISTING 2" IRRIGATION LINE

EXISTINGWASHROOMS

LEGENDLEGEND


Overhead Power Line

Electrical Tie-In

Water Valve

Electrical Power Pole

Water Line

Existing Irrigation Clock

Water Fountain

NDRAWN Cassandra Dell'Aquila

DATE 28 June 2016

SCALE 1:150

L - 02

DRAWING TITLE

DESIGN

CONCEPT

NOTES

All measurements are in meters unlessotherwise specified.



1450 K.L.O. RoadKelowna BC V1W 3Z4

Telephone: (250) 469-6232Fax: (250) 762-7011



REVISIONS AND ISSUESNO. DATE DESCRIPTION



PROJECT 10777 Westshore RoadADDRESS Vernon BC V1H 2C2

SHEET

PROJECT TITLE

WESTSHORE

ESTATES

COMMUNITY

PARK

BANDSTAND

I

W

QUANTITIES:

Trail Length: 39m

Trail Width: 2m

Trail Class: Type 2 Multi-Use

Area of Sod: 95m²

Area of Plant Beds: 89.5m²

Area of Tree Plant Beds: 57.7m²

Length of Electrical Trench to Band Shelter: 10m

Length of Water Line Trench & Electrical Line: 12m

+ (466.88)

+

(466.57)

(466.58)

+

+ (466.35)

+ (466.32)

+ (466.31)

+ (466.07)

+ (466.53)

+ (466.62)

+ (467.08)

+ (466.54)

+ (467.21)

+ (467.26)

+

(465.49)

+

(465.40)

+ (465.82)

(465.78) +

+ (465.48)

+ (467.23)

+( 467.08)

+ (466.17)

+ (466.15)

+ (465.78)

+ (465.75)

+

TP 466.66

BF 465.29

TP 466.66

+ BF 465.29

C

L

C

L

C

L

+

466.66

466.62

+

(

4

6

7

.

0

0

)

(466.5

0)

(

4

6

6

.

0

0

)

(

4

6

5

.

5

0

)

Slope = 1%

Slope =

2%

+ HP 466.70

+

TP 466.66

BF 465.29

Slope =

41.5%

Slope =

8.2%

Slope =

6.5%

Slope =

33.5%

Slope =

8.8%

+

TP 466.66

BF 465.29

+ (466.54)

+ (466.79)

+ (466.83)

W

+

466.25

466.21

+

466.54

+

+

466.58

Slope =

2%

W

+

TP 466.66

BF 465.29

TP 466.66

BF 465.29

+

466.67

+

+

466.77

Slope =

2%

+

466.71

I

466.73

+

Slope =

39.5%

+ TP 467.07

TP 467.07

+

+ TP 467.05+

TP

467.05

Slope =

1%

+

HPS (465.52)

EXTENTS OF

PROPOSED TURF

EXTENTS OF

PROPOSED PLANT BED

EXTENTS OF

PROPOSED PLANT

BED

EXTENTS OF

PROPOSED TURF

EXTENTS OF

PROPOSED TRAIL

EXTENTS OF

OPTIONAL PLANT BED

EXTENTS OF

PROPOSED TRAIL

EXTENTS OF

PROPOSED

CONCRETE PAD

EXISTING 2"

IRRIGATION LINE

EXISTING

WASHROOMS

LEGEND

0.50m Contours

Bottom of Footing

Existing Spot Elevation

Proposed Spot Elevation

BF

+ (466.27)

+ 466.27

C

L

Centre Line of Swale

High PointHP

IMPORTANT:

All pathways are to be a

minimum of 2m wide.

Tie proposed turf back into

existing elevation.

Slope of turf shall not exceed

25%.

All proposed grades are to blend

back into existing grade.

Grades at the

base of all trees are to remain

undisturbed.

Concrete pad and footings to be

installed by others.

All proposed grades must blend

evenly to meet the existing

grade at the base of all trees.

N

Drainage Swale

Extents of Turf


DATE 28 June 2016

SCALE 1:150

L - 03

DRAWING TITLE

GRADING AND

DRAINAGE

NOTES





1450 K.L.O. Road

Kelowna BC V1W 3Z4

Telephone: (250) 469-6232

Fax: (250) 762-7011









SHEET

PROJECT TITLE

WESTSHORE

ESTATES

COMMUNITY

PARK

BANDSTAND

Top of PadTP

Direction of Slope

High Point of SwaleHPS

2"

3/4"

W

W

2"

2"

2"

1"

I

EXISTING 2"

IRRIGATION

MAIN LINE

TIE INTO EXISTING

WATER VALVE

EXISTING OVERHEAD

POWER LINE

EXISTING WATER

VALVE

EXISTING

WATER

MAIN

PROPOSED TIE-IN

TO WATER FOUNTAIN

LOCATION OF

EXISTING 2"

IRRIGATION LINE

PROPOSED ELECTRICAL

TIE-IN

EXISTING PARK

ENTRY SIGN

EXISTING

WASHROOMS

PROPOSED WATER

FOUNTAIN

LEGEND

QUANTITIES:

As per Regional District approved irrigation design and materials

part list provided by Contractor.

N

LEGEND


Overhead Power Line

Electrical Tie-In

Water Valve

Electrical Power Pole

Existing Irrigation Line

Irrigation Control Valve


Water Fountain

Proposed Irrigation Line

W

Proposed Sprinkler Head

I

Connection to City Water

Optional Irrigation Line

Plant Bed Sprinkler Head

Proposed Irrigation Clock

i

IMPORTANT NOTES:

Irrigation system design to include Hunter Brand products

(controller, control valves, sprinkler heads, etc.)

No As-Built drawings available for existing irrigation system for turf

areas and playing fields. Location of irrigation lines, valve boxes

and sprinkler heads to be vertified prior to construction.

All wire to follow main line and to be sleeved separately under hard

surfaces and trail crossings.

Common wire shall be white in colour, all common and control wire

shall be #14 Gauge Direct burial, CSA approved TWU-40 wire.

Irrigation installation as per specifications and IIABC standards.

System design flow and pressure is 25 GPM and 60 PSI

(To be confirmed on site)

Static pressure to be confirmed on site prior to installation.


DATE 28 June 2016

SCALE 1:150

L - 04

DRAWING TITLE

IRRIGATION

PLAN

NOTES





1450 K.L.O. Road

Kelowna BC V1W 3Z4

Telephone: (250) 469-6232

Fax: (250) 762-7011









SHEET

PROJECT TITLE

WESTSHORE

ESTATES

COMMUNITY

PARK

BANDSTAND

W

LEGEND

N

LEGEND


Overhead Power Line

Electrical Tie-In

Existing Shrub

Proposed Shrub


Water Fountain

I

Connection to Water

Proposed Irrigation Clock


DATE 28 June 2016

SCALE 1:100

L - 05

DRAWING TITLE

LANDSCAPE

PLAN

NOTES





1450 K.L.O. Road

Kelowna BC V1W 3Z4

Telephone: (250) 469-6232

Fax: (250) 762-7011









SHEET

PROJECT TITLE

WESTSHORE

ESTATES

COMMUNITY

PARK

BANDSTAND

Existing Coniferous Tree

PROPOSED SOD

AREA = 42 m

2

PROPOSED SOD

AREA = 53 m

2

PLANT BEDS

(TO BE PLANTED IN FUTURE)

NOTES:

Total Sod Area: 95m²

Sod: Composition similar to Interior grass seed mixture or equivalent blend.

Sod must be free of noxious weeds, diseases and debris.

Planting beds will be prepared with imported topsoil and bark mulch for future

landscape planting (shrubs and perennials).

Tree plant beds will be prepared with imported topsoil and bark mulch for future

landscape planting.

Total Trail Length: 39m

Trail will be constructed to Type 2: Standard Multi-Use, as shown in detail #1 on

Drawing L-06.

Disturbed areas due to construction will be restored with imported topsoil and

application of native grass seed mix (Okanagan Native Blend). All grass seed

must be Certified Canada No. 1 seed.

SUBGRADE COMPACTED

TO 95% MPD

DRAINAGE SWALE

GRANULAR BASE COMPACTED

TO 95% MPD

CRUSHER CHIP COMPACTED

TO95% MPD

1500

100

1000

CLEARED

ZONE

2% SLOPE

LOW

SIDE

HIGH

SIDE

50

100

C

L

C

L

C

L

C

L

DRAIN PIT WITH

DRAIN ROCK

WRAPPED IN

FILTER FABRIC

WATER FOUNTAIN TO

BE INSTALLED ON-CENTRE

OF CONCRETE PAD

(FOUNTAIN SUPPLIED BY RDCO)

MANUFACTURED BY: HALSEY TAYLOR

MODEL NO. 4420BF1UDB

CONNECTION / TIE-IN TO

WATER VALVE

1800

1800

900

900

900

740

C

P

0.15m WIDE AGGREGATE

BORDER TO FRAME CIP

CONCRETE PAD

SLOPE

= 1%

150mm (6") DEPTH CIP

CONCRETE PAD,

REINFORCED TO SUPPORT

WEIGHT OF FOUNTAIN

EXISTING FENCE

REMOVE ONE PANEL

FOR SITE ACCESS

EXISTING

ROADSIDE SWALE

UNDISTURBED

EARTH

EXISTING SUBGRADE

EXISTING ROADSIDE

GRAVEL SHOULDER

TEMPORARILY FILL

SWALE TO PERMIT

CONSTRUCTION

AND DELIVERY

VEHICLE ACCESS

15

0

SOD

GROWING MEDIUM

FIRM SUBGRADE

TRAIL TYPE 2: STANDARD MULTI-USE

Section 1:30

SITE ACCESS

Section 1:100

WATER FOUNTAIN

Plan 1:30

1

3

4


DATE 28 June 2016

SCALE Varies

L - 06

DRAWING TITLE

DETAILS

NOTES

All measurements are in millimeters

unless otherwise specified.



1450 K.L.O. Road

Kelowna BC V1W 3Z4

Telephone: (250) 469-6232

Fax: (250)762-7011









SHEET

PROJECT TITLE

WESTSHORE

ESTATES

COMMUNITY

PARK

BANDSTAND

SOD AND GROWING MEDIUM

Section 1:30

2

C

L

Centre Line

LEGEND

C

P

Centre Point (of concrete pad)

LEGEND

High PointHP

Direction of Slope

Cast-in-PlaceCIP

4" CONCRETE SLAB

CONCRETE FOOTING

30" DIAMETER

54" DEEP

(typ)

6" GRAVEL BASE

ANCHOR BOLT

F1554 gr36

REBAR CAGE

8.5m (28') DIAMETER

CONCRETE PAD (BY

OTHERS)

BROOM FINISH FOR

CONCRETE PAD

6

0

°

T

Y

P

3

.

0

m

(

1

0

'

-

0

"

)

6.1m

(20'-0")

CONCRETE FOOTING (TYP)

SEE DETAIL 2 (BY OTHERS)

1.2m

(4'-0")

SLOPE

= 1%

+ HP

SLOPE

= 1%

SLOPE

= 1%

BAND SHELTER

BY OTHERS

105mm (4") DEPTH CONCRETE

PAD WITH REBAR GRID

(BY OTHERS)

COMPACTED SUBGRADE

PICNIC SHELTER ANCHORED TO

CONCRETE PAD WITH BOLTS

SEE DETAIL 2

2.4

GRAVEL BASE, COMPACTED

7.3

8.5

CONCRETE FOOTING (BY OTHERS)

Axonometric Section NTS

CONCRETE PAD AND FOOTING PLACEMENT (BY OTHERS)

Plan 1:100

CONCRETE PAD AND BAND SHELTER (BY OTHERS)

Plan 1:100

5

6

7


DATE 28 June 2016

SCALE Varies

L - 07

DRAWING TITLE

DETAILS

NOTES





1450 K.L.O. Road

Kelowna BC V1W 3Z4

Telephone: (250) 469-6232

Fax: (250) 762-7011









SHEET

PROJECT TITLE

WESTSHORE

ESTATES

COMMUNITY

PARK

BANDSTAND

LEGEND

High PointHP

Direction of Slope

#201 – 1889 Spall Road, Kelowna, British Columbia V1Y 4R2

Phone: 250-861-6859 Fax: 250-762-8073 e-mail: [email protected]

BEACON GEOTECHNICAL LTD.

July 14, 2016 Beacon File No: 16-J1974

Regional District of Central Okanagan

Park Services

1450 KLO Road

Kelowna, B.C.

V1W 3Z4

Attention: Ms. Sandra Mah

Re: Westshore Estates Community Park Band Shelter – 10777 Westshore Road

West Kelowna, B.C.

1.0 Introduction

At your request, Beacon Geotechnical Ltd. has carried out a review of the soils and

drainage for the area of the proposed band shelter located at 10777 Westshore Road, in

West Kelowna, B.C. This letter summarizes our observations and recommendations.

Our scope of work was outlined in our proposal file number 16-P00527, submitted on June

24, 2016. Our proposal included the determination of the soil profile in the proposed

development area with two test pits, and preparation of a brief report including a project

overview, summary of fieldwork, logs and locations of testpits, summary of soils

encountered, groundwater conditions, and recommendations for site preparation and

bearing capacity.

2.0 Project Overview

The project includes the construction of a band shelter near the southern property line

directly east of the existing gravel parking lot. The proposed shelter will have a 7.3 metre

diameter hexagonal roof. The shelter is an open walled structure with metal clad roofing

supported by six steel columns, which will be anchored into the ground for support. The

shelter also includes a 100 millimetre thick concrete slab floor beneath the roof.

The property had been previously developed into a community park with a play field,

bathrooms, basketball hoop, etc. and was vegetated with sparse immature and mature

coniferous trees and grasses. The topography was relatively flat, containing small hilled

sections along the west, north, and east edge of the property.

Beacon File No: 16-J1974 - 2 - July 14, 2016

Regional District of Central Okanagan – Band Shell Structure, 10777 Westshore Road, RDCO

3.0 Summary of Fieldwork

A testpit program was carried out on July 8, 2016, by the author of this report. The testpits

were excavated using a Kubota tracked excavator contracted from Westside Earth Works, of

West Kelowna. A total of two test pits were excavated to depths of 1.50 and 1.80 metres

below ground elevation.

Continuous hand written logs of the soils encountered onsite were taken during the test

pitting program. The logs contain the thickness, composition, structure, consistency,

moisture content and colour of the soils encountered.

The approximate locations of the test pits are presented on the attached Figure No. 1.

4.0 Summary of Soils Encountered

The soil profile for the area of the proposed band shelter generally consisted of topsoil

underlain by a layer of silt and sand, followed by natural sand and gravel or gravel and

sand, ending in natural well graded sand containing some gravel.

Silt and Sand: The natural silt and sand encountered on site was found only in TP-02

and contained fine to medium grained sand, trace gravel, was damp and light yellowish

brown in colour.

Sand and Gravel/Gravel and Sand: The natural sand and gravel/gravel and sand

ranged from 0.75 to 1.2 metres in thickness and were well graded containing some silt,

frequent cobbles, was compact, damp, and light to medium brown in colour.

Sand: The natural sand encountered on site was generally well graded, containing

trace to some silt, some gravel and was compact, damp, and medium brown in colour.

Detailed testpit logs have been provided as the attached Figures B-01 and B-02.

5.0 Groundwater Description

Upon completion of our site investigation, no groundwater was observed on site or

encountered in either of the two test pits which were dug to a maximum depth of 1.80

metres. Based on our findings during the investigation and the sites proximity to

surrounding water sources, we believe the groundwater table to be well below existing site

grades.



6.0 Recommendations for Site Preparation

6.1 Foundation Preparation

All organic topsoil, vegetation, fill, any loose, soft, wet, weathered or disturbed soils should

be removed from within the proposed band shelter footprint, exposing the compact sand

and gravel/gravel and sand subgrade. The exposed subgrade should be moisture

conditioned and compacted to tighten up the bearing surface.

If the placement of structural fill is required to bring the site up to grade, the subgrade

should be prepared as described above, and should be inspected by a geotechnical engineer

prior to any structural fill placement. The structural fill should be placed in lifts not

exceeding 0.3 metres and compacted to 100% of Standard Proctor maximum dry density,

in accordance with ASTM D698. We recommend that the compaction of the structural fill

be determined with in situ density tests.

The test pits were excavated at the approximate locations as indicated on Figure A-01. In

the situation where a portion of any proposed building area or paved area is found to be

located over a test area, we recommend that the test area be over excavated and the loose

soil replaced with granular structural fill compacted to a minimum of 100% of SPMDD.

6.2 Bearing Capacity and General Foundation Recommendations

The band shell area should first be prepared as outlined above. Foundations supported on

the natural, compact sand, sand and gravel/gravel and sand may be designed on the basis of

an allowable bearing pressure of 150 kPa.

A minimum of 0.6 metres of soil cover must be provided above the bottom of all footings

in order to ensure adequate protection from frost.

The settlement of foundations designed for a maximum allowable bearing pressures

presented above should be within the normally acceptable limits of up to about 25

millimetres total, post-construction settlement, and up to about 20 millimetres in about 6

metres of post-construction differential settlement.



7.0 Closure

Use of this report is subject to the attached Geotechnical Report - General Conditions. The

reader's attention is specifically drawn to these conditions as it is essential that they be

followed for the proper use and interpretation of this report.

We trust that this report satisfies your present requirements. Should you have any further

questions, please feel free to contact our office.

Yours truly,

Beacon Geotechnical Ltd.

Mitchell Lange

Engineering Student

Chris Wallis, P.Eng.

Geotechnical Engineer

Attachments: Figure A-01 - Test Pit Location Plan (1 page)

Figures B-01 and B-02 - Testpit Logs (2 pages)

Geotechnical Report – General Conditions (2 pages)

LEGEND Beacon Geotechnical Ltd. 10777 Westshore Road Band Shelter

Test Pit Location Test Pit Locations Site Plan File No: 16-J1974 Scale: NTS Drawn By: ML Date: July, 2016 Figure: 1

Site Plan Taken From: RDCO GIS Online App

TP-01

TP-02

Log of Testpit

Beacon Project No:

Project:

Client:

Location:

Equipment:

Investigation Date:

Contractor:

Logged By: Figure No:

Northing:

Easting:

Elevation:

Beacon Geotechnical Ltd.Beacon Geotechnical Ltd.Beacon Geotechnical Ltd.Beacon Geotechnical Ltd.#201-1889 Spall Road Kelowna, B.C.V1Y 4R2

Depth

0 0ft m

1

1

2

3

4

5

6

Description

Num

ber

Type

TP-01

16-J1974

Westshore Estates Community Band Shelter



Ground Surface

TOPSOIL

grass

SAND and GRAVEL

well graded, some silt, frequent cobbles, loose to compact, damp, light to medium brown

SAND

some gravel, trace silt, loose to compact, damp to moist, medium brown

END OF TEST PIT AT 1.80 m

TEST PIT DRY UPON COMPLETION

1-1 G

20 40 60 80

PercentMoisture Content

Kubota Tracked Excavator

June 8, 2016

Westside Earth Works

ML B-01

0

0

0

Log of Testpit

Beacon Project No:

Project:

Client:

Location:

Equipment:

Investigation Date:

Contractor:

Logged By: Figure No:

Northing:

Easting:

Elevation:

Beacon Geotechnical Ltd.Beacon Geotechnical Ltd.Beacon Geotechnical Ltd.Beacon Geotechnical Ltd.#201-1889 Spall Road Kelowna, B.C.V1Y 4R2

Depth

0 0ft m

1

1

2

3

4

5

6

Description

Num

ber

Type

TP-02

16-J1974

Westshore Estates Community Band Shelter



Ground Surface

TOPSOIL

grass

SILT and SAND

fine to medium grained sand, trace gravel, damp, light yellowish brown

GRAVEL and SAND

medium grained sand, frequent cobbles, compact, damp, light to medium brown

- 0.7 m boulder encoutered at 1.0 m

SAND

well graded, some gravel, trace to some silt, damp, medium greyish brown

END OF TEST PIT AT 1.50 m

TEST PIT DRY UPON COMPLETION

2-1 G

20 40 60 80

PercentMoisture Content

Kubota Tracked Excavator

June 8, 2016

Westside Earth Works

ML B-02

0

0

0

GEOTECHNICAL REPORT – GENERAL CONDITIONS BEACON GEOTECHNICAL LTD. Page 1 of 2

1877 Crosby Road, Kelowna, BC V1V 1V3 þ Phone: (250) 861-6859 Fax: (250) 861-6803 e-mail: [email protected]

This report incorporates and is subject to these “General Conditions”. 1. USE OF REPORT AND OWNERSHIP This geotechnical report pertains to a specific site, a specific development and a specific scope of work. It is not applicable to any other sites nor should it be relied upon for types of development other than that to which it refers. Any variation from the site or development would necessitate a supplementary geotechnical assessment. This report and the recommendations contained in it are intended for the sole use of Beacon’s client. Beacon does not accept any responsibility for the accuracy of any of the data, the analyses or the recommendations contained or referenced in the report when the report is used or relied upon by any party other than Beacon’s client unless otherwise authorized in writing by Beacon. Any unauthorized use of the report is at the sole risk of the user. This report is subject to copyright and shall not be reproduced either wholly or in part without the prior, written permission of Beacon. Additional copies of the report, if required, may be obtained upon request. 2. NATURE AND EXACTNESS OF SOIL AND ROCK DESCRIPTIONS Classification and identification of soils and rocks are based upon commonly accepted systems and methods employed in professional geotechnical practice. This report contains descriptions of the systems and methods used. Where deviations from the system or method prevail, they are specifically mentioned. Classification and identification of geological units are judgmental in nature as to both type and condition. Beacon does not warrant conditions represented herein as exact, but infers accuracy only to the extent that is common in practice. Where subsurface conditions encountered during development are different from those described in this report, qualified geotechnical personnel should revisit the site and review recommendations in light of the actual conditions encountered. 3. LOGS OF TEST HOLES The test hole logs are a compilation of conditions and classification of soils and rocks as obtained from field observations and laboratory testing of selected samples. Soil and rock zones have been interpreted. Change from one geological zone to the other, indicated on the logs as a distinct line, can be, in fact, tra nsitional. The extent of transition is interpretive. Any circumstance which requires precise definition of soil or rock zone transition elevations may require further investigation and review. 4. STRATIGRAPHIC AND GEOLOGICAL INFORMATION The stratigraphic and geological information indicated on drawings contained in this report are inferred from logs of test holes and/or soil/rock exposures. Stratigraphy is known only at the locations of the test hole or exposure. Actual geology and stratigraphy between test holes and/or exposures may vary from that shown on these drawings. Natural variations in geological conditions are inherent and are a function of the historic environment. Beacon does not represent the conditions illustrated as exact but recognizes that variations will exist. Where knowledge of more precise locations of geological units is necessary, additional investigation and review may be necessary. 5. SURFACE WATER AND GROUNDWATER CONDITIONS Surface and groundwater conditions mentioned in this report are those observed at the times recorded in the report. These conditions vary with geological detail between observation sites; annual, seasonal and special meteorologic conditions; and with development activity. Interpretation of water conditions from observations and records is judgmental and constitutes an evaluation of circumstances as influenced by geology, meteorology and development activity. Deviations from these observations may occur during the course of development activities. 6. PROTECTION OF EXPOSED GROUND Excavation and construction operations expose geological materials to climatic elements (freeze/thaw, wet/dry) and/or mechanical disturbance which can cause severe deterioration. Unless otherwise specifically indicated in this report, the walls and floors of excavations must be protected from the elements, particularly moisture, desiccation, frost action and construction traffic.

GEOTECHNICAL REPORT – GENERAL CONDITIONS BEACON GEOTECHNICAL LTD. page 2 of 2

B

7. SUPPORT OF ADJACENT GROUND AND STRUCTURES Unless otherwise specifically advised, support of ground and structures adjacent to the anticipated construction and preservation of adjacent ground and structures from the adverse impact of construction activity is required. 8. INFLUENCE OF CONSTRUCTION ACTIVITY There is a direct correlation between construction activity and structural performance of adjacent buildings and other installations. The influence of all anticipated construction activities should be considered by the contractor, owner, architect and prime engineer in consultation with a geotechnical engineer when the final design and construction techniques are known. 9. OBSERVATIONS DURING CONSTRUCTION Because of the nature of geological deposits, the judgmental nature of geotechnical engineering, as well as the potential of adverse circumstances arising from construction activity, observations during site preparation, excavation and construction should be carried out by a geotechnical engineer. These observations may then serve as the basis for confirmation and/or alteration of geotechnical recommendations or design guidelines presented herein. 10. DRAINAGE SYSTEMS Where temporary or permanent drainage systems are installed within or around a structure, the systems which will be installed must protect the structure from loss of ground due to internal erosion and must be designed so as to assure continued performance of the drains. Specific design detail of such systems should be developed or reviewed by the geotechnical engineer. Unless otherwise specified, it is a condition of this report that effective temporary and permanent drainage systems are required and that they must be considered in relation to project purpose and function. 11. BEARING CAPACITY Design bearing capacities, loads and allowable stresses quoted in this report relate to a specific soil or rock type and condition. Construction activity and environmental circumstances can materially change the condition of soil or rock. The elevation at which a soil or rock type occurs is variable. It is a requirement of this report that structural elements be founded in and/or upon geological materials of the type and in the condition assumed. Sufficient observations should be made by qualified geotechnical personnel during construction to assure that the soil and/or rock conditions assumed in this report in fact exist at the site. 12. SAMPLES Beacon will retain all soil and rock samples for 30 days after this report is issued. Further storage or transfer of samples can be made at the client's expense upon written request, otherwise samples will be discarded. 13. STANDARD OF CARE Services performed by Beacon for this report have been conducted in a manner consistent with the level of skill ordinarily exercised by members of the profession currently practising under similar conditions in the jurisdiction in which the services are provided. Engineering judgement has been applied in developing the conclusions and/or recommendations provided in this report. No warranty or guarantee, express or implied, is made concerning the test results, comments, recommendations, or any other portion of this report. 14. ENVIRONMENTAL AND REGULATORY ISSUES Unless stipulated in the report, Beacon has not been retained to investigate, address or consider and has not investigated, addressed or considered any environmental or regulatory issues associated with development on the subject site.

98645C (Rev. C - 8/15)

4420BFDB_FTN LK4420BFDB_FTN

4420BFDB Fountains are among the easiest to install Fountains on the market today. To assure you install these models easily and correctly, PLEASE READ THESE SIMPLE INSTRUCTIONS BEFORE STARTING THEINSTALLATION. CHECK YOUR INSTALLATION FOR COMPLIANCE WITH PLUMBING, ELECTRICAL, AND OTHER APPLICABLE CODES. After installation, leave these instructions with the Fountain for future reference.

Owners ManualModels 4420BF1LDB* and 4420BF1UDB*

Bi-Level Tubular Bottle Filler Fountain with Pet fountain

INSTALLER

Models (LK)4420BF1LDB* Models (LK)4420BF1UDB*

C (Rev. C - 8/19)


1. This fountain is to be mounted on a smooth, flat, finished surface with adequate support structure. NOTE: Mounting structure must be capable of supporting 300 lb. load on fountain.2. Refer to rough-in for plumbing.3. Install shut-off valve on water supply. (Valve not furnished)4. Locate and install fountain using 3/8" minimum fasteners. (Fasteners not furnished)5. Prior to installing the bottle filler to the center mounting position of fountain, insert the drain pipe (Item #15) by positioning the short end of drain pipe through mounting plate of bottle filler. Install bottle filler to fountain and secure with supplied hardware.6. Prior to installing the bottle filler to the arm mount of fountain, insert the drain pipe (Item #14) into the arm tunnel and adjust drain to lean to the left side of the arm when facing the button. Install bottle filler to arm being sure drain tube is above mounting plate of filler. Install filler to fountain and secure with supplied hardware.7. Connect water supply and fountain drain. Connect drain waste "Tee" to fountain drain tubes. Connect outlet of "Tee" to drainage system. Water connection and drain must comply with local codes.8. Turn on water supply and check all connections for leaks. CAUTION: This fountain is rated for inlet water pressure of 20-105 PSI. A pressure reducing regulator should be used if the inlet water supply exceeds 105 PSI. Any damage caused by reason of connecting this product to supply line pressures lower than 20 PSI or higher than 105 PSI is not covered by warranty.

9. Water supply 3/8" O.D. unplated copper tube. Waste 1-1/2" IPS. Contractor to supply waste trap and service stop valve in accordance with local code.10. Connecting lines to be made of unplated copper and should be thoroughly flushed to remove all foreign matter before being connected to fountain. This fountain is manufactured in such a manner that it does not in any way cause taste, odor,color, or sediment problems.11. Connect fountain to supply line with a shut-off valve and install a 3/8" unplated copper water line between the valve and the cooler. Remove any burrs from outside of water line. Push the tubes straight into the fittings until they reach a positive stop, approximately 3/4" (See Fig. 2). DO NOT SOLDER TUBES INSERTED INTO PLASTIC FITTINGS AS DAMAGE TO THE O-RINGS MAY RESULT.

IMPORTANTALL SERVICE TO BE PERFORMED BY AN AUTHORIZED SERVICE PERSON

IMPORTANT! INSTALLER PLEASE NOTE.THE GROUNDING OF ELECTRICAL EQUIPMENT SUCH AS TELEPHONE, COMPUTERS, ETC. TO WATER LINES IS A COMMON PROCEDURE. THIS GROUNDING MAY BE IN THE BUILDING OR MAY OCCUR AWAY FROM THE BUILDING. THIS GROUNDING CAN CAUSE ELECTRICAL FEEDBACK INTO A FOUNTAIN, CREATING AN ELECTROLYSIS WHICH CAUSES A METALLIC TASTE OR AN INCREASE IN THE METAL CONTENT OF THE WATER. THIS CONDITION IS AVOIDABLE BY USING THE PROPER MATERIALS AS INDICATED. ANY DRAIN FITTINGS PROVIDED BY THE INSTALLER SHOULD BE MADE OF PLASTIC TO ELECTRICALLY ISOLATE THE FOUNTAIN FROM THE BUILDING PLUMBING SYSTEM.

INSTALLATION INSTRUCTIONS

98645C (Rev. C - 8/15)


40 5

/16"

1025

mm

26"

660m

m

10"

254m

mO

10"

254m

mO

19"

483m

m

27"

686m

m37"

940m

m

14 9

/16"

371m

m

3" 76m

m

57"

1448

mm

C

A 1-1/

2" D

RAIN

29"

737m

m

41 1

1/16

"10

59m

mO

RIFI

CEHE

IGHT

O10

"25

4mm

6 9/

16"

167m

m

30"

762m

m

8" 203m

m

BB

*

8 - O

.500

" HO

LES

EQUA

LLY

SPAC

ED O

NTW

O O

12.0

0" B

.C.

22"

559m

m(2

PL)

O14

"35

6mm

(2PL

)

LEG

END

A =

3/8"

O.D

. UN

PLAT

ED C

OPP

ER T

UB

E C

ON

NEC

T - S

HU

T O

FF V

ALV

E B

Y O

THER

SB

= A

CC

ESS

PAN

EL (

8" X

10"

)C

= R

EMO

VAB

LE B

OTT

OM

CO

VER

FIN

ISH

ED

FL

OO

R

4420

BF1

LDB

* AD

A R

EQ

UIR

EM

EN

T

C (Rev. C - 8/19)


6 9/

16"

167m

m

30"

762m

m

10"

254m

mO

64"

1626

mm

19"

483m

m44

"11

18m

m

14 9

/16"

371m

m

29"

737m

m

27"

686m

m33 5

/16"

847m

m

10"

254m

mO

26"

660m

m

B

AA

1-1/

2" D

RAIN

34 1

1/16

"88

1mm

ORI

FICE

HEIG

HT

O10

"25

4mm

3" 76m

m

*

O14

"35

6mm

(2 P

L)

22"

559m

m

8 - O

.500

" HO

LES

EQUA

LLY

SPAC

ED O

NTW

O O

12.0

0" B

.C.

A

8" 203m

m

LEG

END

A =

3/8"

O.D

. UN

PLAT

ED C

OPP

ER T

UB

E C

ON

NEC

T - S

HU

T O

FF V

ALV

E B

Y O

THER

SB

= A

CC

ESS

PAN

EL (

8" X

10"

)C

= R

EMO

VAB

LE B

OTT

OM

CO

VER

4420

BF1

UD

B

FIN

ISH

ED

FL

OO

R

* AD

A R

EQ

UIR

EM

EN

T

98645C (Rev. C - 8/15)


FIG. 4

16

19

28

163

21

10

28

17 OR 20

23 & 27

18 & 28

5

23

22 & 29

9

ARM ONLY 14

19

19

19 & 28

25

16

30

28

4

26

9

8

6

20

25

27

26

2

15

27

28

19

4

28

19

27

19

28

1

1

1

28

19

19

19

19

Vandal-Resistant BubblerFIG. 1

BASIN

165

C (Rev. C - 8/19)


ITEM NO. PART NO.ITEMIZED PARTS LIST

DESCRIPTION28467C28955C*40551C45464C45832C*45833C45476C45724C45726C

000000046645926C55996C66346C66816C66815C97446C98530C98532C98677C98678C98679C98680C98681C98682C98683C98684C98685C98686CP0503145931C

123456789

101112131415161718192021222324252627282930

BasinCover - Round PlateTailpipeDrain Plug 1-1/2"Access PanelBottom CoverDrain Tube (Not Shown)Tailpipe - 1-1/4" x 10"Lg.Drain Plug 1-1/2" (Dog Bowl)Kit - Bubbler (Dog Bowl)Drain Tube - 1-1/2" x 27-1/2" Lg. In - Line StrainerDrain TubeTube - Drain (Arm Only)Tube - DrainKit - Bubbler (VR)Kit - Regulator W/SpringKit - "O" Rings and FittingsKit - GasketKit - 1.0 GPM Regulator (BF Only)Kit - NozzleKit - AeratorKit - Bottle Filler TrimKit - Push ButtonKit - Plastic DrainKit - 90° Plastic DrainKit - 4400 Series HardwareKit - Bottle Filler WaterwayAeratorOutdoor Bottle Filler Drain Plug

5

27

125

11

See Fig. 4

10

TROUBLE SHOOTING AND MAINTENANCE

STREAM HEIGHT ADJUSTMENT:Stream height is factory set at 35 PSI. If supply pressure varies greatly from this, insert a small straight bladed screwdriver through the access hole in the center of the push button and turn the adjustment screw. Clockwise adjustment will raise the stream and counterclockwise adjustment will lower the stream. For best adjustment, the stream should be approximately 1 1/2" above the top of the bubbler . (See Fig. 4)

FIG. 4

ACTUATION OF QUICK CONNECT WATER FITTINGS:

Fountain is provided with lead-free connectors which utilize ano-ring water seal. To remove tubing from the fitting, relieve water pressure, push in on the gray collar while pulling on the tubing. (see Fig.2) To insert tubing, push tube straight into fitting until it reaches a positive stop, approximately 3/4".

PRINTED IN U.S.A.

Halsey Taylor – halseytaylor.comElkay – elkay.com

FOR PARTS CONTACT YOUR LOCAL DISTRIBUTOR OR CALL TECHNICAL SERVICES AT 1.800.834.48162222 CAMDEN COURT, OAK BROOK, ILLINOIS 60523

*select color option to complete part number

*FINISH COLOR OPTIONS – Choose color option to complete your model number, add as suffix example: 4420BF1UDBEVGMatte finish: Evergreen = EVGGloss finish: Beige = BGE Gray = GRY Terracotta = TER Black = BLK Orange = ORN White = WHT Blue = BLU Purple = PUR Yellow = YLW Brown = BRN Red = RED

FIG. 3

B CA

SIMPLY PUSH INTUBE TO ATTACH

TUBE IS SECUREDIN POSITION

PUSH IN COLLETTO RELEASE TUBE

OPERATION OF QUICK CONNECT FITTINGS

PUSHING TUBE IN BEFOREPULLING IT OUT HELPS TO

RELEASE TUBE

OPERATION OF QUICK CONNECT FITTINGSSIMPLY PUSH INTUBE TO ATTACH

TUBE IS SECURED IN POSITION

PUSH IN COLLETTO RELEASE TUBE

PUSHING TUBE IN BEFORE PULLING IT OUT HELPS TO

RELEASE TUBE

A B C

FIG. 2

NOTE: WATER FLOWDIRECTION

BUILDING WATER INLET

SERVICE STOP(NOT FURNISHED)

1/4" O.D. TUBEWATER INLETTO COOLER

3/8" O.D. UNPLATED COP-PER TUBE CONNECTCOLD WATER SUPPLY

REQUEST FOR QUOTATION · Request for Quotation: #Q16-304 PROPONENT NAME: _____ (please submit all...

Documents

Transcript of REQUEST FOR QUOTATION · Request for Quotation: #Q16-304 PROPONENT NAME: _____ (please submit all...