HomeMy WebLinkAbout04547 - AL MILLER & SONS WATERPROOFING DOWNTOWN PARKING STRUCTURE R20325 CP01-27-11 OOC a 2003-005303
61/03/2000a308:000A Fee:NC ga
Recorded in official
Records
County
Gary L. Orso
Assessor, Coullllull111lllllll III 111
IIII IIII
WillIIII
Return To:
City Clerk
City of Pa9m Springs
P.O. Box 2743
Palm Springs CA 92263-2743
NOTICE OF COMPLETION
NOTICE IS HEREBY given that: i�„
1. The City Of Palm Springs, California is a municipal corporation, organized and incorporated pursuant to TV
the laws of the State of California.
2. The City Clerk of the City of Palm Springs is authorized and directed to execute,on behalf of said City,any and all Notices '
of Completion.
3. The address of the City of Palm Springs is City Hall, 3200 E Tahquitz Canyon Way, Palm Springs, California (P.O. Box
2743, Palm Springs, CA 92263-2743).
4. The public work of improvement on the hereinafter referred to real property within the city was COMPLETED on the
27"day of November, 2002.
5. The name of the contractor(if named)for such work of improvement was:AI Miller&Sons.
6. The publicwork improvement,which was completed in the City of Palm Springs,County of Riverside,State of California,is
described as follows: Downtown Parking Structure,City Project#01-27.
7. The property address or location of said property is: 275 Indian Canyon Drive, Palm Springs, CA 92262
8. City Project No Agreement No:44911"1 Minute Order No: 11,aO LSS
01-27 01-27-011
DATED t1-2°'°Z CITY OF PALM SPRINGS
By:
cutive act -A no
PATRICIA A. SANDERS, being duly sworn, says:
That she is the City Clerk of aforesaid City of Palm Springs,California,the corporation that executed the foregoing notice;that she
makes this verification on behalf of said corporation;that she has read the foregoing Notice of Completion,and knows the contents
thereof, and that the facts stated therein are true;that as said City Clerk, she i this verification on behalf of said municipal
corporation
C*44
Index No.
Al Miller & Sons
Downtown Pkg Struct CPO1-27-11
AGREEMENT #4547
Ex Dir-Airports signed 8-19-02
_ per R20325
AGREEMENT
THIS AGREEMENT made this / / day of in the year 2002, by and between the
City of Palm Springs, a charter city, organizedd,id existing in the County of Riverside, under
and by virtue of the laws of the State of California, hereinafter designated as the City, and Al
Miller & Sons, hereinafter designated as the Contractor.
The City and the Contractor, in consideration of the mutual covenants hereinafter set forth,
agree as follows:
ARTICLE 1 --THE WORK
The Contractor shall complete the Work as specified or indicated under the Bid Schedule(s) of
the City's Contract Documents entitled:
Palm Springs Downtown Parking Structure-
Waterproofing
City Project No. 01-27-11
The Work is generally described as follows: provide all necessary labor, materials, equipment,
hoisting, scaffolding, tools, rigging and anything else necessary to complete the parking
structure waterproofing work for the Palm Springs Block 28 Parking Structure Project.
ARTICLE 2 -- COMMENCEMENT AND COMPLETION
The Work to be performed under this Contract shall commence on the date specified in the
Notice to Proceed by the City, and the Work shall be fully completed within the time specified in
the Notice to Proceed.
The City and the Contractor recognize that time is of the essence of this Agreement, and that
the City will suffer considerable financial loss if the Work is not completed within the time
specified in said Notice to Proceed, plus any extensions thereof allowed in accordance with
Article 12 of the General Conditions. The damages suffered by the City would be extremely
difficult or impractical to determine in the event of a Breach by the Contractor. Accordingly, the
City and Contractor agree that the Contractor shall pay the amount provided below, as
liquidated damages, for each calendar day that the Work is not completed in the time set forth
above:
per day
ARTICLE 3 -- CONTRACT PRICE
The City shall pay the Contractor for the completion of the Work, in accordance with the
Contract Documents, in current funds the Contract Price(s) named in the Contractor's Bid and
Bid Schedule(s). ($23,577.00)
ARTICLE 4 --THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Performance Bond, Payment Bond,
Addenda numbers 1 to 3, inclusive, and all Change Orders and Work Change Directives which
may be delivered or issued after the Effective Date of the Agreement and are not attached
hereto.
ARTICLE 5 -- PAYMENT PROCEDURES
The Contractor shall submit Applications for Payment in accordance with provisions of the
Standard Specifications as amended by the Special Provisions. Applications for Payment will
be processed by the City as provided in the Contract Documents.
ARTICLE 6 -- NOTICES
Whenever any provision of the Contract Documents requires the giving of a written Notice, it
shall be deemed to have been validly given if delivered in person to the individual or to a
member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or
sent by registered or certified mail, postage prepaid, to the last business address known to the
giver of the Notice.
ARTICLE 7 -- MISCELLANEOUS
Terms used in this Agreement which are defined in the Standard Specifications as amended by
the Special Provisions will have the meanings indicated in said Standard Specifications and
Special Provisions. No assignment by a party hereto of any rights under or interests in the
Contract Documents will be binding on another party hereto without the written consent of the
party sought to be bound; and specifically, but without limitation, monies that may become due
and monies that are due may not be assigned without such consent (except to the extent that
the effect of this restriction may be limited by law), and unless specifically stated to the contrary
in any written consent to an assignment, no assignment will release or discharge the assignor
from any duty or responsibility under the Contract Documents.
The City and the Contractor each binds itself, its partners, successors, assigns, and legal
representatives, to the other party hereto, its partners, successors, assigns, and legal
representatives, in respect of all covenants, agreements, and obligations contained in the
Contract Documents.
Sinrafi!rn^ on Next Page)
IN WITNESS WHEREOF, the parties have executed and entered into this Agreement as of the
date first written above.
CITY OF PALM SPRINGS
A a municipal corporation
E3 / By:
City Clerk City,M,.vager
Agreement ov under $25,000
APPROVED AS TO FORM:
Reviewed and approved by
N h Procurement & Contracting
6b- fJ
Initials �t(," Date
City Attorney
P.O. Number
CONTRACTOR: Check one:_Individual_Partnership_-Corporation
Corporations require two notarized signatures: One from each of the following: k Chairman of Board,Presid n or any Vice
President;AND B.Secretary,Assistant Secretary,Treasurer,Assistant Treasurer,or Chief Financial Offcer)j
By B J/ L)
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Sigr ature(notarized) Signature (no`farizedf',
Name: / �/ Name
Title: Title: ��% t' / t/✓ 't'l�. �' �;',�� r
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personally known to me (or proved to me on the basis of personally known tom ( proved to me on the basis of
satisfactory evidence) to be the person(s) whose name(s) satisfactory evidence) to the person(s) whose name(s)
are subsea ed to the within instrument and acknowledged is/ re subscribed o the within instrument and acknowl dged
to me that he he/they executed the same in his her/their to me that he a they executed the s,�iqe in his their
authorized caparaty(ies), and that by his her/their signature(s) authorized capaaty(ies), and that by his their signature(s)
on the instrument the person(s), or t e entity upon behalf of on the instrument the person(s), or the entity upon behalf of
which the person(s)acted,executed the instrument. which the person(s)acted,executed the instrument.
WITNESS my hand and official seal. WITNESS my hand and official seal.
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TRADE BID SCHEDULE
Lump Sum Price for Construction of
The Palm Springs Downtown Parking Structure
Project No. 01-27
t'
in the City of Palm Springs, California
TRADE BID PACKAGE NO.: 11
TRADE BID PACKAGE DESCRIPTION: Waterproofing
TOT BID PRICE - (INCLUDING PERFORMANCE AND PAYMENT BOND PREMIUM) -
_- .IZ - "2_ 0C)
ter^ Price,n lipures
11�7� u��/ 1�2 L71� ¢�vusnrv/� y�uruo�JL�� ja 2J/J
Price In o,dsrtls
SE�c (Jc)L..(,-,aA.S gLIv10 Ny ec n. i S
Price In words
BIDDER: t-ALrA_ Aw, SO V
BY: „t
SipneWre
i
TITLE: I S !CtY! 4 T 0
..: DATE: 7 — c6 ^ d
City of Palm Springs TRADE BID SCHEDULE - LUMP SUM PRICE
TRADE BID FORMS - 3
SCOPE OF WORK
TRADE CONTRACT NO. 11
WATERPROOFING
BLOCK 28 PARKING STRUCTURE
CITY OF PALM SPRINGS, CALIFORNIA
Provide all necessary labor, materials, equipment, hoisting, scaffolding, tools, rigging and anything
else necessary to complete the Waterproofing Work for the Palm Springs Block 28 Parking Structure
Project.
I. GENERAL:
A. All conditions as set forth in the Safety Program, as adopted by the City of Palm
Springs, (Exhibit A), Master Construction Schedule for Bidding Information (Exhibit
B), General Liability and Automobile Insurance Limits (Exhibit C), Document List
dated May 16, 2002 (Exhibit D), Construction Manager's Standard Provisions (Exhibit
E) and Temporary Utilities for Construction Purposes (Exhibit F) are to be considered
as part of the work.
B. The Drawings and Specifications dated May 16, 2002 (Exhibit D), indicate the General
Scope of Work.
C. Trade Contractors shall carefully examine this Scope of Work to be performed and the
relationship of this work to the work being performed by other Trade Contractors.
D. Where a Specification Section is specifically included in the scope of this Trade
Contract, it is intended that all work covered by that Specification Section will be
included except as otherwise specifically noted. Other specification sections referred to
either in these specifications or on the Drawings are included by reference.
E. The word "provide" when used herein shall mean furnish and install completely,
including all costs of labor, materials, equipment, hoisting, layout, scaffolding, tools,
rigging and any other facilities necessary to complete the Work.
II. SCOPE OF WORK
A. All work defined in the Specification Sections listed below is specifically included in
the Scope of Work of this Trade Contractor, unless specifically excluded in Paragraph
C below.
07100 —Waterproofing System
07115 —Bituminous Dampproofing
07920 — Joint Sealants
B. As further clarification, Trade Contractor shall:
1. Provide all sheet waterproofing and dampproofing as shown on the Drawings
or required by the Specifications.
Page 1 6/7/2002
Block 28 Parking Structure
Scope of Work
Sheet Metal, Roofing &Waterproofing
Page 2
2. Provide all waterproofing over all electrical and elevator machine rooms over.
Trade Contractor recognizes that elevator machine rooms are located over
stairs. As such, stairs above these locations will require waterproofing.
3. Provide all dampproofing at all below grade concrete and masonry walls,
including elevator and sump pits. Provide protection board, as required by
Specifications or Manufacturer's requirements.
4. Provide all waterproofing at tops level pour strips
5. Coordinate, through Turner, all waterproofing and dampproofing installations
with Deputy Inspectors.
6. Install all work in accordance with the Manufacturer's requirements.
7. Prepare all substrate surfaces as required by the specifications.
8. Provide flood testing as required.
9. Provide protection of all adjacent surfaces and finish material prior to start of
work.
10. Prime all substrate surfaces as recommended by the Manufacturer.
11. Provide all caulking/sealants to seal gaps to adjacent structures.
12. Provide protection of any adjacent finish materials prior to start of the
waterproofing and dampproofing.
13. Provide safety and protection during all waterproofing and dampproofing
operations.
14. Provide written documentation that the waterproofing and dampproofing
installers are Manufacturer certified.
15. Provide a mock-ups for approval prior to start of work.
16. Provide roof protective coating as defined in the specifications.
17. Provide proper ventilation during installation and curing of waterproofing and
dampproofing.
18. Caulking and sealants for proper installation of your work. (Reference
specification section 07920).
i
Page 2 6/7/2002
t
Block 28 Parking Structure
Scope of Work
Sheet Metal, Roofing &Waterproofing
Page 3
19. Coordinate waterproofing and dampproofing work with all related trade
contractors to ensure a completely water tight system.
20. Provide Daily Construction Reports to Construction Manager.
21. Store materials in areas as directed by the Construction Manager.
22. Provide layout of your work from control lines established by others.
23. Provide all required shop drawings and submittals for your work.
24. Provide daily clean-up and removal of all debris created by your work.
25. Provide all equipment to hoist, transport, and install your work.
26. Provide the following insurance for Combined Single Limit or Aggregate, in
the amounts described:
A. Comprehensive General Liability, in the amount of 3,000,000.,
including:
a. Premises and Operation
b. Elevators
C. Independent Contractors
d. Blanket Contractual Including Liability Assumed by Insured
Under the Subcontract.
B. Comprehensive Automobile Liability in the amount of 1,000,000.,
including:
a. Owned
It. Non-owned
C. Hired Automobile Exposures.
C. WORK EXCLUDED:
1. The following items are specifically excluded from the Work:
1. Sheet metal
2. Roofing
Page 3 6/7/2002
Block 28 Parking Structure
Scope of Work
Sheet Metal, Roofing & Waterproofing
Page 4 j
G
D. LABOR RATES:
If
1. To determine the sum to be paid for labor and miscellaneous incidental
expenses, the following hourly rates shall be multiplied by the number of
approved hours for each classification of labor. These hourly rates represent
full and complete compensation (including overhead and profit) for providing
labor. In addition, these rates represent full and complete compensation for the
cost of incidental items including but not limited to such things as small tools
and equipment (valued at less than $250), travel expense, fuel, employee
parking, etc.
Straight Time Overtime (1.5X1
a. Field Labor(Journeyman) $ / Hour $ Hour
b. -Field Labor (Foreman) $ / Hour $ Hour
c. Field Labor (Gen. Foreman) $ / Hour $ / Hour
E. ALLOWANCES:
None
F. ALTERNATES:
I
None
I
G. GENERAL INFORMATION:
None
I I
I
I�
Page 4 6/7/2002
TRADE BID SCHEDULE
Lump Sum Price for Construction of
The Palm Springs Downtown Parking Structure
f.
Project No. 01-27
in the City of Palm Springs, California
TRADE BID PACKAGE NO.: 11
TRADE BID PACKAGE DESCRIPTION: Waterproofinq
TOT BID PRICE - (INCLUDING PERFORMANCE AND PAYMENT BOND PREMIUM) -
s 3 )'2 Dc'D
Pricef In figures (� 1
woos ✓v/j 4—W t'\u ✓U C k L-/J /a ' J/J
Man In ords
S ( v C) tJ (JC)t L-14A..S Ailu4) A)o 1-4-
Price in words
BIDDER: L M,LlCA_ A v SoN
BY:
Signature
I
TITLE: r 1(GYI 4 I y0-,
DATE: ^ C'J
City of Palm Springs TRADE BID SCHEDULE - LUMP SUM PRICE
TRADE BID FORMS - 3
CITY OF PALM SPRINGS
3200 EAST TAHQUITZ CANYON WAY
PALM SPRINGS, CA. 92262
DOWNTOWN PARKING STRUCTURE
CITY PROJECT NO. 1-27
NOTICE TO TRADE CONTRACTORS
Bids for the Following Trades: Landscape and Irrigation (Bid #5); Asphalt and Paving (Bid #6);
Waterproofing (Bid #11) `dlass and Glazing.,(Bid #12); Painting (Bid #14); Parking Control Equipment
(Bid #15); Signage (Bid 66); and HVAC (Bid #18); Concrete Pavers (Bid #23); and Doors, Frames &
Hardware (Bid #24)
ADDENDA Nos. 1 and 2
ADDFNDUM #1_
Addendum #1 "not utilized", see Addendum #2 below.
ADDENDUM #2:
The Notice Inviting Bids advertised June 3'd, 2002 in the Desert Sun for the above listed trade contracts is
hereby amended by order of the City of Palm Springs.
The following revisions and\or additions to the Plans and Specifications for the Block 28
Palm Springs Project (Walker Project Number: 37-7296.00) are to be included in the
original Drawings and Specifications. This Addendum shall take precedence over anything
contrary on the previously issued Drawings and Specifications and shall be referred to
hereinafter as part of the Contract Documents.
Bidders shall acknowledge receipt of this all addenda in the Bid Form.
BY ORDER OF THE CITY OF PALM SPRINGS
By
HAROLD E. GOOD, CPPO {a t
Director of Procurement & Contracting
Date: June 10, 2002
�i
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
Page 2 of 2 Addendum#2
WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
PROJECT NAME: Block 28 Palm Springs ADD NDUM #002:
WALKER Project Number: 37-7296.00 DATE: June 10, 2002
The following revisions and\or additions to the Plans and Specifications are to be included in the original
Drawings and Specifications. This Addendum shall take precedence over anything contrary on the
previously issued Drawings and Specifications and shall be referred to hereinafter as part of the Contract
Documents. Bidders shall acknowledge receipt of this addendum in the Bid Form.
1. DRAWINGS:
1.1. COVER SHEET
1.1.1. Revise Sheet index as follows:
A. Added Civil sheet" Dimension Control Plan", sheet 1 of 1.
B. Revised Civil sheet title to "Water Plan —275 Indian Canyon
Drive", sheet 1 of 1.
C. Added Architectural sheet"A4.4 Wall Section 'H"'
D. Revised Architectural sheet name to "A4.3 Wall Sections 'G, G.1 & G.2'
1.1.2. Added note "The following items are deferred..."
1.2. CIVIL
1.2.1 GRADING PLAN
A. Sheet 1
1. Revise general note.
2. Revise construction note and quantities, add items 21 & 22.
3. Add paver detail, including manufacturer, color, thickness and band color.
B. Sheet 2
1. Revise construction note, add items 21& 22.
2. Revise details 1, 2, 3 & 4.
3. Revise drain line location for trash enclosure.
4. Revise sections "DID" & "EE".
5. Delete paver detail from sheet (added to sheet 1).
6. Add sand/oil separator drain line, item 22.
1.2.2 STREET PLAN
A. Sheet 1
1. Revise general note.
2. Revise construction note and quantities, add items 16, 17, 18 & 19.
B. Sheet 2
1. Add construction notes 16, 17, 18 & 19 and note on plan.
2. Add line data box.
3. Revise call out on plans.
Page 3 of 3 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
1.2.3 WATER PLAN
A. Revise construction notes.
B. Revise " note"
C. Add restricted joint note.
D. Add 2" top outlets.
E. Add typical section.
F. Add thrust protection note.
G. Revise various call out on plan.
1.2.4. ADD NEW SHEET "DIMENSION CONTROL PLAN", SHEET ONE OF ONE.
1.3. LANDSCAPE
1.3.1. L-1. PLANTING PLAN
A. Add 3/8" Minus Desert Gold Decomposed Granite 2" depth in all planters.
B. Add (1) Hibiscus Rosa-Sinensis 15-Gal tree form.
C. Add (2) Ficus Repens 5-Gal espalier.
D. Add (12) Pittosporum t. 'Variegata' 15-Gal.
E. Add (4) Carissa Macrocarpa 5-Gal.
F. Add (47) Carissa 'Boxwood Beauty' 5-Gal.
G. Replace (2) Chamaerops Humilis 24"-Box with (2) 36"-Box.
H. Removed (10) Bougai nvi Ilea 'Oo La La' 5-Gal.
I. Add (12) Lantana 'New Gold' 1-Gal.
J. Removed (10) Callistemon 'Little John' 5-Gal.
K. Removed (1) Strelitzia Nicolai 24"-Box.
L. Removed (6) Strelitzia Reginae 15-Gal.
1.3.2. L-2. IRRIGATION PLAN
A. Replaced 100-ASVF Electric Control Valve with a PEB Valve and added a
XCZ-100-Corn Drip Valve Assembly.
B. Changed Stream Bubblers to a Xeri-Bubbler SXB-360-1032 (1) per plant.
C. Add Xeri-Sprays for Annual Color area at entry.
1.3.3. LD-1. PLANTING DETAILS
A. Add note on Detail 'A' (Tree planting detail): 6" Watering Berm to be removed
prior to Decomposed Granite installation.
B. Add Deep Root Barrier.
Page 4 of 4 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
1.3.4 LD-1. IRRIGATION DETAILS
A. Revised Detail '13% the Remote Control Valve Detail.
B. Add Drip Valve Detail, Shrub Spray Head and Flush Cap Detail.
1.4 ARCHITECTURAL
1.4.1. A0.1 —ABBREVIATIONS & CODE SUMMARY
A. Code Summary
1. Revised "Allowable Gross Area = 337,500 S.F." from 500,000 S.F.
B. Code Summary -Openness Calculation
1. Added "Area" and "% Open" column"
C. Car Tabulation
1. Deleted "...and Building Area"from title
2. Updated Ground Level tabulation as follows - Standard 70; Compact 21;
Handicap 10; Total 101. This results in a loss of 3 stalls with the Grand Total
as follows -Standard 306; Compact 56; Handicap 10*; Total 372.
3. Added note "* 8 total handicap required (1 of the 8 must be van accessible).
With the 10 provided 2 of the 10 must be van accessible.
4. Updated Efficiency to 329 S.F./Stall
1.4.2 A1.0 —ARCHITECTURAL SITE PLAN
A. Added dimensions for locating the parking structure measured from property
lines.
B. Rearranged parking layout @ ground floor.
C. Defined all property lines.
D. Labeled existing off-site buildings as existing structures.
E. Added clarification detail and 2"gap note to trash area details.
F. Added 4" dimension to the concrete curb @ trash area.
G. Added H.C, route of travel.
H. Deleted miscellaneous symbols not necessary to plan.
1.4.3 A1.1 —GROUND LEVEL PLAN
A. Deleted Handicap stalls and signs along Grid 17.7 between A.3 & B and
replaced them with (4) 9'-0"standard stalls
B. Converted standard stall to a Handicap stall and added a sign to the north side
of Grid 3/A.
I. Deleted 4 standard stalls between Grid 1 & 2 between B & B.7 and replaced
them with 3 Handicap stalls and a walkway in front of them. Signs were also
added for each Handicap stall.
J. Added additional dimensions to striping for clarification and reconfiguration of
striping.
F. Added 4'-0" opening to the south side of Grid 3/A.
G. Added 4'-0" opening to the east side of Grid 1/13.
H. Revised elevation at 1/B to 99.75'
I. Revised elevation at the south side of 3/A to be 99.83'
Page 5 of 5 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
J. Dimensioned Northwest Entry opening.
K. Added note along Grid B "See structural drawings for railing information"
1.4.4 A1.2—SECOND LEVEL PLAN
A. Added note along Grid B "See structural drawings for railing information"
B. Added additional dimensions to striping for clarification.
1.4.5 A1.3 —THIRD &TOP LEVEL PLAN
A. 1/A1.3 —Third Level Plan
1. Added an "X" on the plan to designate the location of the shade structure
base with a note "X = Location of Shade Structures, Re: Arch." Location
shade bases are as follows: 1/B.3, 3/C, 5/C, 7/C, 9/C, 11/C, 13/C, 15/C, &
18/B.3
2. Added note along Grid B "See structural drawings for railing information"
3. Added wall section and exterior elevation marks
B. 2/A1.3 —Top Level Plan
1. Added exterior elevation marks
1.4.6 A2.1 EXTERIOR ELEVATIONS - NORTH AND EAST
A. Revised exterior colors and materials list.
B. Added headache bars to elevations.
C. Removed split face veneer from over masonry walls. Exposed masonry walls
become stacked bond split face with raked joints @ 16" x 16" module.
D. Split face veneer remains over concrete walls where indicated.
E. Floor levels called out.
F. North elevation: paint C.I. P. shear wall.
G. North elevation: Running bond CMU units changes to stacked bond, split face,
raked joints @ 16" x 16" module.
H. North elevation: Added shade structure @ upper level to match plan.
I. East elevation: Added building wall reference G/A4.3 to drawing. Deleted wall
reference D/A4.2 from drawing.
1.4.7. A2.2 EXTERIOR ELEVATIONS - SOUTH AND WEST
A. Added headache bar to elevation.
B. Added note to light fixtures on West elevation.
C. Added open cell block and precast concrete cap to West elevation.
D. Added pedestrian opening through concrete guardrail @ both exterior
elevations.
E. Revised exterior colors and materials list.
F. Deleted D/A4.2 wall section reference from West elevation.
G. Revised elevation: revised running bond masonry to stacked bond, split face
with 16" x 16" raked joints module @ West elevation.
H. Revised G/A4.3 wall section reference to G.1/A4.3 wall section reference and
Page 6 of 6 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
moved G/A4.3 wall section reference to the North.
I. South elevation: relocated reference #8 to the shade structure.
J. South elevation: removed veneer from masonry wall and revised wall to a
stacked bond split face with raked joint @ 16" x 16" module.
K. Added fry reglet and note on second level of West elevation "future cut (jut" 6'-
0" from column line.
L. Revised H1/A4.3 wall section reference to G2/A4.3.
M. South elevation: revised trash area running bond masonry to stacked bond
split face with 16" x 16" raked joints module.
L. West elevation: revised running bond masonry to stacked bond split face with
16" x 16" raked joints module.
1.4.8 A3.1 — Building Section
A. 1/A3.1 —Sect. Along Grid B-West
B. Added 7'-0" Min. & 8'-2" Min. dimensions.
1.4.9 A4.1,A4.2, A4.3 &A4.4—WALL SECTIONS:
A. Added note indicating upturned beam — "see structural where occurs."
B. Revised 3 5/8" steel studs to 4" steel studs.
C. Added pre-cast concrete cap to return to columns.
D. Added floor level call outs.
E. Added horizontal dimension at stud framing.
F. Indicated urn brackets fastening to columns.
G. Revised 1 V-6" dimension from ground floor to level two to 1 V-4" on sections
where indicated.
H. Added note "see structural for separation at masonry wall to underside of level
two slab @ section A/A4.1.
I. Deleted guardrail note and condition @ C/A4.1.
J. Revised C.I.P. concrete ledge to slope at A/A4.1 and indicated return of
concrete ledge to column.
K. Revised section D/A4.2: moved masonry wall to center of column per
structural and deleted veneer. Also noted separation at top of wall to beneath
level three slab.
L. Section F/A4.2: added note at top level regarding C.I.P. where occurs, and
noted various concrete drive and guardrail conditions at ground level.
M. Section E/A4.2: deleted CMU veneer. And added note that CMU is stacked
bond, split face with raked joints 16" x 16" module. Called out structural beam
where occurs.
N. Section H/A4.3: revised to read G.2/A4.3.
O. Added note: "provide ''/z' pre molded joint material —typical all floor slabs
terminating at exterior block wall.
P. Added C.I.P. concrete cap at parapets on sections H and H1 on A4.4.
O. Section H/A4.3: added note to parapet C.I.P. at South end.
R. Sections H/A4.3 and H1/A4.3 second floor level: added open cell block and
C.I.P. concrete cap.
Page 7 of 7 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
1.4.10 A6.1 STAIR/ELEVATOR NO. 1 - PLANS/SECTIONS
A. Exterior masonry walls are to be stacked bond, split face with joints raked at 16"
x 16" module.
B. Plans: adjusted CMU filler walls under stair at level one to match structural.
Also adjusted stud framing at level two and three to match structural.
C. Plans: adjusted riser count to conform with plan.
D. Level three plan: revised masonry guardrail to a metal railing. Showed veneer
above dashed.
E. Section A: elevator tower roof revised to concrete per structural drawings.
Also revised slab to masonry wall juncture. Added ladder as shown on plan.
F. Section B: revised CMU guardrail to a metal guardrail.
G. Section C: added intermediate supports to stair handrail. Relocated CMU wall
under lower landing to conform with structural. Deleted veneer at reference
„C"
H. Typical all plans and sections: labeled all levels to match floor plans. Also
adjusted elevation numerals at floors and landings where required.
1.4.11 A6.2 STAIRIELEVATOR NO. 2 - PLANS/SECTIONS:
A. Repeated notes applied to stair/elevator NO.1 where applicable.
B. Deleted the word 'future' from elevator plan, as it is now a part of this contract.
C. Section B: revised elevator tower roof to conform with structural.
D. Sections A, B, & C: revised stud framing components to conform with
structural.
E. Deleted stud and drywall at elevator opening.
1.4.12 A6.3 STAIR/ELEVATOR NO. 3 - PLANS/SECTIONS:
A. Repeated notes applied to stair/elevator NO.1 and NO.2 where applicable.
B. Added note "non complying stair etc." to plans.
C. Revised location dimensions of stairs at plans to conform to structural
drawings.
D. Revise location dimensions and arrangement of bollards to conform with
structural drawings.
E. Added note "elevator ADA compliant cab stair non compliant width per City of
Palm Springs ADA coordinator."
F. Section A: revised elevator tower of roof to match structural. Also revised
metal railing attached to concrete wall to metal railing attached to CMU wall to
match structural.
1.4.13 A6.4 STAIR NO. 4 - PLANS/SECTIONS:
A. Repeated notes applied to stair/elevator NO. 1, 2 and 3 where applicable.
B. Added bollards to stair plan as shown on structural.
C. Corrected reference "B" on plans to face the correct direction.
D. Added intermediate supports to stair handrail at sections A and B.
Page 8 of 8 Addendum#2
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
1.4.14 A6.5 ARCHITECTURAL DETAILS:
A. Revised detail "N" showing support angle at bottom of veneer.
B. Added intermediate support to stair railing at detail "J".
C. Added anchorage of handrail to slab at detail "K.
D. Added anchorage of elevator pit ladder to wall at detail "P".
E. Added notes to detail "L".
F. Added anchorage of handrail to wall at detail "F".
G. Revised note to reference light fixture to electrical drawings at detail "C".
1.4.15 A6.6 ARCHITECTUAL DETAILS:
A. Added bollard detail.
B. Changed name "mechanical"to "machine" at detail "A".
C. Revise note CMU to read CMU/concrete similar at detail "B".
1.4.16 A10.1 —SIGN SCHEDULE & COMPONENTS
A. Sign Schedule
B. Revised Remark 1) for Sign Mark S6 to Read 1) Mount Per Detail 8/A10.2
Along Grid 1.3 & 17.7"
1.4.17 A10.3— ENTRY/EXIT PLANS & STRIPING DETAILS
A. 1/A10.3— Northeast Exit
1. Adjusted 4'-0" Min. dimension from the back of the automatic gate to the
center of the column to the face of the column.
i. Labeled Bollards
ii. Added curb to each side of drive aisle
2. Added note to "Paint Curb Yellow"
3. Added autogate in current construction versus future.
B. 2/A10.3—South Entry/Exit
1. Labeled Bollards
2. Added curb to each side of drive aisle
3. Added note to "Paint Curb Yellow"
C. 3/A10.3— Northwest Entry
1. Revised title to read correctly"Northwest Entry"
2. Labeled Bollards
3. Revised all Grid designations
1.5 Structural
1.5.1 S0.1 —General Notes (Pour Sequence)
A. General Notes
Page 9 of 9 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
1. Deleted part C (Fire ratings...) from section I, D became C and E became D.
2. Added number 2, Part A, Section IV "Stack bond, split face, compressive
strength of masonry, f'm = 1900psi." The previous 2 became note 3.
3. Added "9. Chord steel and jamb steel 60,000 A706" to part B section III.
4. Inserted Attachments into Section Vi, Miscellaneous becomes VII and VII
becomes VI II.
5. Added "Expansion Anchors in C.I.P. Concrete", "x Installation of expansion
anchors per ICBO Evaluation reports as follows: ER-5369: HVA Adhesive
Anchor System", and "ER-5193: HY-150 Adhesive Anchor System" to
Inspection Requirement table section VIII.
6. Revised Section VIII to read "Testing & Inspection Notes (Structural Inspection
Program)"
7. Revised Part A, Section VIII to read "...and the building official. Special
Inspector shall review construction to be conformance with these documents.
Test and inspection reports shall be submitted to the structural engineer and
the building official."
8. Added note "Also see letter dated April 17, 2002 'Addendum to Geotechnical
Report ' " to the end of Part A, Section II.
9. Added a new paragraph to the end of Part A, Section II "The following notes
are only a summary of the design parameters used in design of this structure.
Walker Parking Consultants assumes no responsibility for the information
contained in the soils report."
10. Revised number 1, Part E, Section II to read "Recompaction of soil, 24" below
foundations in strips along column lines extending 24" beyond foundations.
Bottom of excavation shall be recompacted to 90% for 18". See soil..."
B. 3/S0.1 -Vertical Construction Joint in Wall
1. Revised note to read " 6"wide asphalt... ...footing to grade @ soil only.
C. 4/S0.1 -Vertical Control Joint in Wall
1. Revised note to read " 6"wide asphalt... ...footing to grade @ soil only.
1.5.2. S0.2 -Structural Schedule & Details
A. 2/S0.2- Edge of Slab Detail
1. Revised note to read "Conc. drive slab (to street) w/mesh, see civil"
B. 4/S0.2- Pipe @ Concrete Footing/Wall Detail
1. Eliminated erroneous dimensions
C. 6/S0.2 - CMU Top of Wall Connection
1. Added detail to sheet
D. 10/S0.2 -Wall Control Joint Detail
1. Revised note to read " 6" Damproofing board..."
2. Revised note to read "Damproofing req'd @ exterior soil retaining condition
only.
E. 11/S0.2 -Wall Expansion Joint Detail
1. Revised note to read " 6" Damproofing board..."
2. Revised note to read "Damproofing req'd @ exterior soil condition only.
Page 10 of 10 Addendum#2
WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
1.5.3. S1.1 - Foundation & Ground Level Plan
A. Added note 14 to sheet notes to read "14. See S6.1 for shear walls".
B. 1/S1.1 - Ground Level Plan
1. Revised title to read "Foundation & Ground Level Plan"
2. Stair/Elevator#2 callout changed from 4/S7.1 to 5/S7.1
3. Added section mark 5/S0.2 at Grid B/15
4. Added section mark 1/S0.1 along Grid 12 between B.3 & B.7
5. Added section mark 1/S0.2 & 2/S0.1 along Grid B.3 between 11 & 12
6. Added section mark 3/31.2 at CMU wall at Electrical Room
7. Added section mark 6A/S1.2 at Grid A/10
8. Added note "From 2 to 4" for section mark 8/S1/2 at Grid 3/A
9. Revised note for section mark 7/S1.2 along Grid B between 6 & 7 to read
'W-0" north of Grid 4 to 8 for ftg."
C. Footing Schedule
1. Deleted Footing Marks "F3" & "74" (not used)
D. Added 11'6" dimension between grid 17 & 17.7, and 50" dimension between
grid 17.7 & 18 along grid A (Typical all floor plans).
1.5.4. S1.2- Foundation Details
A. 1/S1.2 - Trash Enclosure Wall
1. Removed construction joint for curb so it can be poured monolithic and
added 4" dimension
B. 2/S1.2 - Masonry Wall/Slab Detail
1. Deleted Damproofing
2. Deleted note "Contractor shall provide..." and replaced it with
"Construction Sequence..."
C. 4/S1.2 - C.I.P. Wall Detail
1. Added "Construction Sequence..."
D. 5/S1.2- C.I.P. Wall Detail
1. Added "Construction Sequence..."
E. 6/S1.2- C.M.U. Wall Detail
1. Added Damproofing and note to exterior of wall below grade
2. Added note in box "Do not backfill until..."
3. Revised note for dowel into footing to be "#5 @ 24" " instead of 16" and
note in box to be "#5 @ 16" @ 6A" instead of 24"
4. Revised dimension to "3'-6" or less @ 6" instead of 5'-0"
F. 7/S1.2- Foundation Detail
1. Added "Eq. - Eq." dimension to wall steel
2. Added 2" dimension to dowel into footing.
3. 9/S1.2 -Added "Construction Sequence..."
G. C.I.P./C.M.U. Wall Detail
1. Added 9A to title
2. Added " 6" C.M.U. wall @ 9A"
3. Revised #5 @ 8" O.C. to "#5 @ 24" O.C. in grouted cells"
4. Revised 8" C.M.U. wall to 6" C.M.U.
Page 11 of 11 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
1.5.5. SU- Foundation Details
A. 6/S1.3 - Footing Elevation
1. Revised "Mechanical Room" to "Machine Room"
1.5.6 S1.4- Foundation Column Details
A. 5/S1.4 - Column/C.M.U. Detail
1. Revised 21/d' dimension to read "2 3/a" Veneer"
2. Revised 1" Gap dimension to read " 1" Setting Bed"
B. 7/S1.4- Column/C.M.U. Detail
1. Deleted Grid designations and replaced with the word "Grid"
1.5.7. S2.1 -Second Level Plan
A. 1/S2.1 - Second Level Plan
1. Revised slab reinforcement type "G" note to read "T&B @ shear wall" @ grid
5/A.8
2. Added slab reinforcement and marks T" & "L" to pourstrip between grid 12 &
13/B.7
3. Revise note at Grid 13/A.3 to read 10 #7 Cont. Chord Steel 10 to 18"
instead of ... 9 to 18.
4. Revise note between Grid 5 & 6 along B to read "10#7 Cont. Chord Steel 4
to 15" instead of ...5 to 15.
5. Stair/Elevator#2 callout changed from 5/S7.1 to 6/S7.1
6. Added section cut 5/S3.1 at Grid A/3
7. Added note at an area 5'-0" to the south of Grid 8, 5-0" to the north of Grid
10, and 10'-0" to the west of Grid C to receive "WWF 6x6xW2.9xW2.9 @
1" clr. from top"
8. Added note at an area 5'-0" to the south of Grid 9, 5'-0" to the north of Grid
10, and 10"-0" to the east and west of Grid B to receive "WWF
6x6xW2.9xW2.9 @ 1" clr. from top"
9. Added note at an area 5'-0" to the south of Grid 7 to Grid 9, and 10'-0" east
of Grid A to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top".
10. Added "Sim." to section cut 5/S5.1 at Grid 2 between B.7 & C, section cut
5A/S5.1 at Grid B.7 between 1 & 2, and 5A/S5.1 at Grid 1 between A.8 &
B.
B. Slab Reinforcement Schedule
1. Mark A/ Remarks: Added "Typ. Grids A to C @ all beams, U.N.O."
2. Mark C/ Remarks: Added "Place full length of girders"
3. Mark D / Remarks: Added "Typ. @ end spans at shear walls, hook bars into
far face."
4. Mark E / Remarks: Added "@ reentrant corners"
5. Mark G / Remarks: Revised to "T&B @ shear walls line 5"
6. Mark J / Remarks: Added "Typ. Grids A to C"
C. 2/S2.1 -Column/C.M.U. Detail
Page 12 of 12 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
1. Adjusted dimensions to be 8" from CMU to face of column and 11" to face of
column.
D. 3/S2.1 -Column/C.M.U. Detail
1. Revised 2 3/4' dimension to read "2 3/a" Veneer"
2. Revised 1" Gap dimension to read " 1" Setting Bed"
3. Added "Fry reglet channel screed, typ." note and graphical representation
where the CMU meets the stud.
E. 5/S2.1 - Column/C.M.U. Detail
1. Centered 8" CMU wall on Grid 1 so dimensions read 4" and 4"
2. Revised 10" C.I.P. wall to be " 11" C.I.P. Beam" located flush with outside
face of column
1.5.8. S2.2-Third &Top Level Plan
A. 1/52.2-Third Level Plan
1. Added slab reinforcement and marks "F" & I" to pourstrip between grid 12 &
13/B.7
2. Revised chord steel that runs on each side of Grid B from 5 to 16 to run from 4
to 15, extending 10'-0" past grid 15 towards 16 and past Grid 4 towards 3. The
note between Grid 13 & 14 along B is also revised to read "10#7 Cont. Chord
Steel 4 to 15". The note between Grid 5 & 6 along B is also revised to read "4
#7 Cont. Chord Steel 4 to 15". The second arrow pointing across Grid B was
also deleted and replaced with a note that reads "10#7 Cont. Chord Steel 4 to
15"
3. Revised section cut at Grid 9/C from 13/S5.2 to 2/S5.2
4. Revised section cut at Grid 3/C from 8/S5.1 to 3/S5.2 and revised note to read
"...Re. Arch. A1.3 for locations."
5. Stair/Elevator#2 callout changed from 6/57.1 to 7/S7.1
6. Added note at an area 5'-0" to the south of Grid 8, 5'-0" to the north of Grid 10,
and 10'-0" to the west of Grid C to receive "WWF 6x6xW2.9xW2.9 @ 1" clr.
from top"
7. Added note at an area 5'-0" to the south of Grid 9, 5'-0" to the north of Grid 10,
and 10"-0" to the east and west of Grid B to receive "WWF 6x6xW2.9xW2.9 @
1" clr, from top"
8. Added note at an area 5'-0" to the south of Grid 7 to Grid 9, and 10'-0" east of
Grid A to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top".
B. 2/S2.2-Top Level Plan
1. Change beam type @ grid 16 from B4 to B8
2. Added note at an area from Grid 8 to 9, and 10'-0" east of Grid A to receive
"WWF 6x6xW2.9xW2.9 @ 1" clr. from top".
3. Added 2'-0" bumper wall with strands above from Grid 15 to 17.7 along B
4. Added note to Section mark 12/S5.1 at 16/B to read "From 15 to 17.7"
C. 4/S2.2 - Column/C.M.U. Detail
1. Added note to designate "Edge of Slab"
2. Changed 8" C.I.P. Wall to " 8" C.M.U. Wall"
1.5.9. S3.1 - P/T Column Schedule and Details
Page 13 of 13 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
A. C.I.P. Column Schedule
1. Added note "See note 3, typ." To C1 column plan
2. Revised Column Note 1 to read "1. Provide ties and cross ties, #4@4"O.C. max.
-full ht. u.n.o."
3. Added Column Note 3 to read "3. Conservative cross ties engaging the same
longitudinal bar shall have their 90-deg hooks on opposite sides of the column"
B. 5/53.1 - Exterior Beam/Column Detail
1. Added note "Light pole connection per manuf., where occurs"
2. Revised 3'-0" dimension to read "Re: Arch"
C. Sheet Notes:
1. Added "Do not weld splice column bars." to the end of Note 5
2. Added Note 7 to read "Column reinf. Shall be ASTM A706. A615 billet steel will
be allowed provided mill test Fy does not exceed 75KSI."
1.5.10. 53.3- P/T Beam Schedule & Details
A. P/T Concrete Beam & Girder Schedule
1. Revised Mark B11 & B12 "W"to 11 instead of 12
2. Turned beam stirrup tails inward for Beam Section "A"
B. 6/53.3 - Beam Detail @ Intermediate Anchors
1. Added 12" notation for size of additional U-bars
1.5.11. 55.1 -Structural Details
A. 1/S5.1 - Exterior Bumper Wall Dtl. -2"d Level East
1. Adjusted wall height to 3'-4"
2. Adjusted cap to 3 %2"
3. Changed 3/8" Fiberboard to "3/8" Pre-molded jnt. Material"
B. 2/S5.1 - Exterior Bumper Wall Detail-Top
1. Deleted Box around #5 @ 16" O.C. in ... (This is a Detail 2 not 2A)
2. Adjusted wall height to 3'-4"
3. Adjusted cap to 3 %2'
4. Adjusted top of column to be 3'-6"
C. 3/S5.1 - Exterior Bumper Wall Detail
1. Adjusted wall height to 3'-4"
2. Adjusted cap to 3 %"
D. 4/S5.1 -Wall Section
1. Deleted V-0" dimension for the Rubatex
E. 5/55.1 -Wall Section
1. Revised Pm = 1500psi to 1900
2. Change Stock Bond to Stack Bond
F. 6/S5.1 -Wall Section
1. Revised 4'-7" dimension to read "Re: Arch."
2. Moved TS, Rod, and MC to center of column
3. Change MC 12 to MC 10x8.4
G. 9/S5.1 - Barrier Cable Detail
1. Added weld symbol for the attachment of the angles to the embedded plate.
2. Changed embed plate from 3/8" to 3/<"
Page 14 of 14 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
3. Revised cable stress from 3.00 KIP to 2.00KIP
4. Added weld symbol for the attachment of the anchor bars to the embedded plate
5. Added note "3. Fully seat end anchorages"
H. 10/S5.1 - Cable Anchor
1. Added weld symbol for the connection of the two angles.
I. 12/S5.1 - C.I.P. Pillar @ Grid B-16
1. Revised detail to show a 8" C.M.U. wall 2'-0" high with strand rail above.
1.5.12 S5.2 Structural Details
A. 1/S5.2-Section @ South End -2nd Floor
1. Moved outside face PT beam flush with outside face of column and extended
cap
B. 2/S5.2- Slab/Shearwall Detail
1. Revised 3'-6" Min. dimension to read "Re: Arch."
2. Added "2 3/4" Veneer" below studs
C. 3/S5.2- Canopy Base Plate
1. Added note below title "See Sheet A1.3 for Locations"
D. 5/S5.2-Wall Section
1. Moved TS, Rod, and Channel to be centered on column.
2. Revised MC12 to a MC 10x8.4
E. 6/S5.2-Wall Section @ Stair 94
1. Added beam below edge of slab and note "Beam at end of opening only"
F. 7/S5.2- Pipe Bollard @ Slab
1. Added note "Railing as applicable, Re: Arch."
1.5A3 S6.1 Shearwall Elevations and Details
A. 1/S6.1 -Typical Shearwall Elevation
1. Revised note 4 to read "Mechanical couplers shall be type II couplers capable of
developing 167% of yield strength of bar in tension. Stagger couplers by 2'-0".
The contractor however has the option of providing lap splices at mid-height of
the pilaster. Lap splices shall be shown in column "E" of the lap and anchorage
schedule. Lap splices are not permitted between the ground level and second
level."
B. Shearwall Reinforcement Schedule
1. Deleted construction joint and note from pilaster plan "Type C"
1.5.14 S7.1 -Stair/Elevator#1  Plans & Details
A. 1/S7.1 - Stair/Elev. #1 - Foundation/Ground Level Plan
1. Revised configuration of wall along Grid C and labeled it 6" C.M.U. Wall
2. Added a graphical representation of vertical rebar in the back of the machine
room wall
3. Moved section mark 9/S1.2 closer to Grid 17 and added a new section mark in
its place, 9A/S1.2
B. 2/S7.1 - Stair/Elev#1 - Second Level Plan
Page 15 of 15 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
1. Modified back of machine room wall to correct location
C. 3/S7.1 - Stair/Elev#1 -Third Level Plan
1. Added note "L 4x4x3/8x2'-0" Ig. w/ (4) 3/a" dia. Exp. Anchors to column. Weld
channel to seat angle (1/4" x 3" Ig.)" and graphical representation to the inside face
of column @ Grid 17.7/C.
D. 4/S7.1 - Elevator#1, #2, & #3 Roof Section
1. Revised 4" veneer to be "2 %" Veneer"
2. Added "W 12x19 Hoist beam" to the underside of the roof slab and note "See
arch. for T.O.S."
E. 51S7.1 -Stair/Elev. #2- Foundation/Ground Level
1. Added note "Mech. Pipes or pipe guards cannot extend past inside face of
column"
2. Revised note for bars around elevator plunger blockout to read "2 #6x4'-0" Ig.
Top & Btm., Typ."
3. Revised note to read "2#6 x4'-0, Top & Btm., Typ."
4. Moved back of machine room wall 8" to the south
5. Revised configuration of wall along Grid 1 and labeled it 6" C.M.U. Wall
6. Added a graphical representation of vertical rebar in the back and side of the
machine room walls
F. 6/37.1 - Stair/Elev. #2-Second Level Plan
1. Added detail reference to note "2 '/z" expansion joint, see 10/S7.1"
2. Added section cut 6/S7.2
G. 7/37.1 -Stair/Elev. #2-Third Level Plan
1. Added note "L 4x4x3/8x2'-0" Ig. w/ (4) 3/4' dia. Exp. Anchors to column. Weld
channel to seat angle (1/4" x 3" Ig.)" and graphical representation to the north
face of column @ Grid 1/A.
2. Added section mark 5/S5.2 along Grid 1
3. Added section mark 6/S7.2 at the stair landing.
4. Added detail reference to note "2 %' expansion joint, see 10/S7.1"
H. 8/S7.1 - Elevator @ Typical Floor
1. Added sill plate and note to top of door sill. Note to read "Sill PI by Elev. Manuf."
2. Revised title callout from 2/S7.3 to 8/S7.1
3. Revised note to read "Wall reinf. Re" 1/S7.1"
I. 11/S7.1 - C.I.P. Stair Section
1. Added an 8" dimension to designate landing thickness
J. 12/S7.1 - C.I.P. Stair Section
1. Added leader to note "#4 @ 16" O.C." to point to top bars each way.
1.5.15 S7.2 -Stair/Elevator#3 Plans & Details
A. 1/S7.2- Stair/Elev. #3- Foundation/Ground Level
1. Deleted channel callout at bottom of stair @ slab-on-grade
B. 2/S7,2- Stair/Elev. #3-Second & Third Level Plan
1. Added section cut 5/S7.2
2. Added 17'-5" dimension to the step in the slab
C. 3/S7.2-Stair/Elev. #3 - Fourth Level Plan
1. Added section cut 7/S7.2
2. Added 17'-5" dimension to the step in the slab
Page 16 of 16 Addendum#2
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
D. 7/S7.2—Stair Detail
1. Added handrail to top of stair stinger with note "Handrail, See Arch"
2. Added 3/16 fillet weld symbol for attachment of pipe to stringer
E. 9/S7.2— Stair Detail
1. Revised note to read "L441/4"x0'6"
2. Added weld symbol for attachment of angle to embedded plate and stair stinger
F. 10/S7.2—Section @ Stairs
1. Revised 4"veneer to 2 3/d' veneer
G. 15/S7.2—C.I.P./C.M.U. Wall Detail
1. Revised rebar callout above door opening to be#5 @ 24" instead of 18"
1.6 MECHANICAL
1.6.1 M.1.0 MECHANICAL LEGEND AND SCHEDULES
A. The sand oil interceptor specified has changed to a different type. This change was
made to comply with EPA requirements to remove all oils and grease in excess of 10
parts per million before it enters storm water system. The equipment schedule and
oil/sand detail have been changed to reflect this change.
1.6.2 M.1.1. GROUND LEVEL MECHANICAL PLAN
A. The horizontal storm pipe that slopes down from column line 15 to sump pump was
changed from 6" to 4".
B. The horizontal storm pipe that goes from column line 3 to 8" riser at column 4 should
be 12".
C. The footprint of interceptor has changed.
1.6.3 M.1.2. SECOND LEVEL MECHANICAL PLAN
A. The horizontal storm pipe size has been added to the drawing. This is the pipe that
slopes down from column line 15 to 4. The pipe size is 8".
1.7 ELECTRICAL
1.7.1 E0.0 ELECTRICAL LEGEND
A. General notes have been added to clarify contractor requirements that are in the
specifications, but are important enough to state a second time on the drawings.
B. Type "N" light fixture and lighting note 5 have been added to reflect the addition of the
street pole light fixtures shown on sheet E1.1.
C. Compactor requirement note has been added to clarify the importance of field
coordination with the manufacturer due to unknown information.
1.7.2 E.1.1 GROUND LEVELELECTRICAL PLAN
Page 17 of 17 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
A. Street pole light fixtures and their associated homerun conduits have been added to
the ground floor electrical plan.
B. Voltage drop calculations have been performed, and wire size has been revised from
#10 AWG to #8 AWG for circuits LP1-19, LP1-23, LP2-3, LP2-11, and LP2-30.
C. Voltage drop calculations have been performed, and wire size has been revised from
#10 AWG to #6 AWG for circuit LP2-26.
D. The transformer location moved from the back alley to the north-west corner of the
building and will now be pad mounted above ground.
E. The north-east ticket gate, scheduled to be installed in the future, will be installed
now.
1.7.3 E.1.2 2ND LEVEL ELECTRICAL PLAN
A. Voltage drop calculations have been performed, and wire size has been revised from
#10 AWG to #8 AWG for circuits LP2-15, LP2-17, LP2-18, and LP2-23.
1.7.4 E.1.3 3RD LEVEL ELECTRICAL PLAN
A. Roof level holiday receptacles and their associated homerun conduits have been added.
B. Voltage drop calculations have been performed, and wire size has been revised from #10
AWG to #8 AWG for circuits LP2-31 and LP2-35.
1.7.5. E.1.4 ROOF LEVEL ELECTRICAL PLAN
A. Roof level holiday receptacles and their associated homerun conduits have been added.
B. Voltage drop calculations have been performed, and wire size has been revised from #10
AWG to #8 AWG for circuit LP2-10.
1.7.6. E.2.1 ELECTRICAL DETAILS
A. Fixture type "A" mounting detail has been added to clarify installation difficulties.
B. Fixture type "N" pole base detail has been added to clarify installation difficulties.
C. Fire alarm notes 5 and 6 have been added to clarify elevator heat sensor control and
location.
D. The photocell control wiring has been revised as shown.
E. A fourth 8 pole contactor has been added to control the street pole light fixtures.
F. A fifth 6 pole contactor and time clock has been added to control the holiday receptacles.
1.7.7. E.2.2 PANEL SCHEDULES
A. Panel 'LP1' has been revised to reflect the addition of the street pole receptacles and the
roof level holiday receptacles.
B. Panel 'LP2' has been revised to reflect the addition of the street pole light fixtures.
C. The 1 st level north-east corner ticket gate will be installed now. This change is shown on
the panel schedule for panel 'LP3'.
D. The electrical load summary has been revised to reflect the load changes to the panels.
Page 18 of 18 Addendum #2
WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002
5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622
2. SPECIFICATIONS
A. SECTION 02810 - UNDERGROUND IRRIGATION
page 02810-12
M. Irrigation Controller: Shall be as designated on plans.
Delete all references to Maxicom computerized system.
N.
1. Control valves: Shall be as designated on plan.
Delete reference to superior 950 globe valves.
B. SECTION 02955 - FINISH GRADING AND ROCKERY INSTALLATION
page 02955-3
E. DECOMPOSED GRANITE:
1. Particle size shall read 318"
C. SECTION 02970—LANDCAPE MAINTENANCE
page 02970-2
2.1 MATERIALS
A. Replacement of Unacceptable Material:
1. Delete reference to "School District."
END OF TEXT FOR ADDENDUM NUMBER 002
Page 19 of 19 Addendum #2
CITY OF PALM SPRINGS, CALIFORNIA
3200 E. TAHQUITZ CANYON WAY
PALM SPRINGS, CALIFORNIA 92262
NOTICE TO TRADE CONTRACTORS INVITING BIDS FOR
CONSTRUCTING THE PALMS SPRINGS DOWNTOWN PARKING STRUCTURE
CITY PROJECT NO. 01-27
Bids for the Following Trades: Landscape and Irrigation (Bid #5); Asphalt and Paving (Bid #6);
Waterproofing (Bid #11); Glass and Glazing (Bid #12); Painting (Bid #14); Parking Control
Equipment (Bid #15); Signage (Bid #16); and HVAC (Bid #18); Concrete Pavers (Bid #23); and
Doors, Frames & Hardware (Bid #24)
ADDENDUM NO. 3
A. THE FOLLOWING REVISIONS AND/OR ADDITIONS TO THE PLANS AND
SPECIFICATIONS ARE TO BE INCLUDED IN THE ORIGINAL DRAWINGS AND
SPECIFICATIONS. THIS ADDENDUM SHALL TAKE PRECEDENCE OVER ANYTHING
CONTRARY ON THE PREVIOUSLY ISSUED DRAWINGS AND SPECIFICATIONS AND
SHALL BE REFERRED TO HEREINAFTER AS PART OF THE CONTRACT
DOCUMENTS.
1. On drawing M1.1, the sand-oil interceptor shown East of the SE corner of the
parking structure, should be relocated to the vicinity of grid B.7-3 inside the ES
corner of the parking structure, clear of the footings for the structure. Provide a
traffic bearing cover plate on the sand-oil interceptor sufficient for a 3000# wheel
load on an area of 20 sq in.
2. Relocate the storm drain risers on drawings M1.2, M1.3, and MIA to the North side
of the column at Grid B-4, and to the South side of the column at Grid B-15
B. Add 18.1 to the Supplementary General Conditions:
Article 18.1 of the General Conditions of the Contract is amended to read as follows:
PREVAILING WAGE NOT APPLICABLE:
Funding for this project is derived solely from local revenue sources and as provided in
Section 7.06,030 of the City's Municipal Code, the work shall not be subject to prevailing
wage law.
C. PAINTING, BID PACKAGE #14
1. Replace the Trade Bid Form pages - 2 green pages with the two white
Trade Bid Form Pages supplied with this addenda.
2. Replace the scope of work with the scope of work provided in the addenda.
3. Delete any reference to "alternates".
1
D. WATERPROOFING, BID PACKAGE #11
1. Change page header description to Waterproofing.
E. ASPHALT PAVING & STRIPING, - BID PACKAGE #6
1. Delete the green Bid Forms - 2 pages.
2. Replace with Bid Forms 6A AND 6B. Bidders shall bid BOTH bid
schedules. The City may award either Bid Schedule 6A or Bid Schedule 613,
whichever is in the best interests of the City.
3. Delete the scope of work for Asphalt Paving & Striping. Replace with the
scopes of work provided in this addenda. Note that the scope of work
relative to Bid Schedule 6A differs from the scope of work relative to Bid
Schedule 6B.
4. Notice Inviting Bids N-11 - Contractor's License Classification is hereby
amended to include "C-12".
F. Add Exhibit A, City safety program, dated June 4, 2002.
G. Delete existing Exhibit D and replace with Exhibit D dated June 10, 2002.
H. Delete existing Exhibit G and replace with Exhibit G dated June 12, 2002.
I. Add to Supplemental General Conditions Article 2.0 Revised Timelines for Selected
Submittals:
1. Successful trade contractor will be required to submit a detailed project
schedule within ten (10) days from Notice of Award.
2. Successful trade contractor will be required to submit a detailed list of all
submittals within seven (7) days from Notice of Award.
3. Successful trade contractor will be required to submit a complete detailed
schedule of values with line items identifying each scope of work, activities,
allowances, safety, clean up and preparation and submission of daily
reports.
BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE BID FORM
BY ORDER OF THE CITY OF PALM SPRINGS, CALIFORNIA
HAROLD E. GOOD, CPPO
Director of Procurement & Contracting
DATE: June 13, 2002
2
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AUG-16-2002 FRI 11 :04 AN AL MILLER & SONS ROOFING FAX NO. 3
AUG (6 2002 9:24 AN PR HRH INSURRNCR 760 360 4799 TO AL MILLrR P. 03
P- 02/02
Aug. 16, 2002
Insured: Al Miller & Sons Rooming Inc.
Insurance Company/policy number: Zurich Specialties #TCS60181-01
This endorsement changes the policy. Please read it carefully.
CONTRACTORS ADDITSONAI_ INSURED
This endorsement modifies insurance provided under the fallowing.,
COMMERCIAL GENERAL LTABZU'IY COVERAGE PART
WHO IS AN INSURED (Section II) is amended to include as an insured the person or
organization shown in the Schedule, but only with respect to liability arising out of
"your workW' for that insured by or for you, and that is now being performed or to be
performed during the term of this insurance. (Z;RCONT.39) (8-01)
PRIMARY/NONCONTRIBUTORY
If you are required by the terms of any contract to provide primary insurance to any
Insured included by virtue of this endorsement, then this Insurance shall be primary,
but only with respect to liability arising out of "your work" for that insured by you or
for you, and that is now being performed or to be performed during the term of this
insurance. Any other insurance available to that Insured will apply as excess and will
not contribute towards the primary insurance afforded by the provisions of this
endorsement.
SCHMULE
NAME OF PERSON OR ORGANIZATION:
Cit a Pdltn Springs and Turner Construction Company
LICENSE#p0684503