0303-0313 (DEMO)44555 Adams St
LICENSED CONTRACTOR DECLARATION
I hereby affirm underipenalty of perjury that I am licensed under provisions of
`gt)hapter 9 (comrnencfng with Section 7000) of Division 3 of the Business and
'• Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
733196 AD ' 0 131/2C
spate - - • Signature of Contractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
,O I as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for
sale (Sec. 7044, Business & Professionals Code).
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section B&P.C. for•this reason
Date Signature of Owner
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
(w)-1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
( ) I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued. My workers' compensation insurance carrier & policy no. are:
Carrier S3'la.T4, FVMT) Policy No. 46079410-2003
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) I certify that in the performance of the work for which this permit is issued,
•1 shall not employ any person in any manner so as to become subject to the
workers' compensation laws of California, and agree that if I shpuld become
subject to the workers' compensation provisions of Section 37Uof the Labor
Code, I shall forthwith comply with those provisions.
.,Date: +.,e ; , v+ Applicant
Warning: Failure to secure Workers' Compensat(on coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $100,000, in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
fora permit subject to the conditions and restrictions set forth on his
application. .-,,.,
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this application becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation of work for 180 days will,subject permit to cancellation.
I certify that I have read this application and state that the above information is
correct. I agree to comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspectio / purposes.
e 'r
;,Signature (Owner/Agent) Date Ll .I
BUILDING PERMIT PERMIT#
DATE VALUATION f` LOT TRACT
JOB SITEry.
ADDRESS 'rJJi a l•L
APN
LE •S }
OWNER ¢ :,
CONTRACTOR / DESIGNER / ENGINEER
s`:m OF T .K Qi1W-b.
Mal COWRA :I" M,
78-495 CAUX TPOW
9321TVWE DL?m
LAgLM-V A CAI 237
1RNqh: CA92618
SLA
(949)SO-5-8080 C
USE OF PERMIT
SOWSd.YIAL
LA Qi.ff3+3'iA FILL K, S1`,&Tf0N 09+ n N,k't-`6 CtJPA:PdCY, `f'Y"A:'!, l
0P RI149LIMED, 7605 f'k f. (2001 C13C) OCCUPANT d OA5 111
POet0l PATIO
til+:... cO1vlA vl il, 7,691m SY.
CONTRACTAMOUNT ' 45544.00 ,LS
En MAD cob- 'ONSTRUanoix
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51U.14?24.110
T'EW&Tk?"...'nro Mk1ARY
O0143'i'RUCTION Mit 10) -000-4184100 g; duo
:'PLAN' C g1ECK FZZ 3 0 3 -6443-4 9- ✓ "i £ 41,4609.40
1 :G'!•TAW WAL FU 161-t;ai- 1-0430 $60.50
ixL=fRICAL PER 101. -000-4V-000 $24190
PLIUMBTNG YZE 101 1000- 9.000 $29430
STROddf~41 iOTJON VIM,, COMM 100-000.24' 1-000 MID."
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$4,644.77
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III I I I I III 07
IE
RECEIPT
DATE . ,
BY
DATE FI LED
INSPECT R
..
D D
4i
INSPECTION RECORD
OPERATION
DATE
INSPECTOR OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS ''
'MECHANICAL APPROVALS
Set Backs
A
Undergrouhd Ducts
Forms & Footings
Ducts I
Slab Grade '
Return Air
Steel
Combustion Air
Roof DeckExhaust
Fans
O.K. to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents -
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Line's'-
ine's -
Party
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath .
Final 1 1124116
Final
BLOCKWALL APPROVA S
POOLS. -SPAS
steel
Set Backs
Electric Bond "
Footings
Main Drain -
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final '
Plumbing Top Out
Equipment Enclosure
Shower Pans
_
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
��/3
Encapsulation
Gas Piping
_.
Gas Test
Appliances
w Final
COMMENTS:
r r w✓� L'J ' t
C'�wolo �rS Yj—!`�-03 62G�
4-7 f /Ld"t/ �`' 5
76 kWh` -V `N�/JfysfjffQ/(�
Final
Utility Notice (Gas)
ELECTRICAL A - P OVAL
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power .
Final
Utility Notice (Perm)
�4
Daily Inspection Log
Permit #0303-313
Daniel P. Crawford Jr.
Building Inspector II
La Quinta Fire Station 93
44-555 Adams Street
Date Inspection
4/21/03 Temporary Power
4/29/03 Ground Plumbing — Partial ground waste stub at apparatus bay observed
Stand Pipe — 200 psi observed for 2 hours @ fire station stand pipe
4/30/03 Footing — apparatus bay footing's and stem wall construction observed.
Pour started late 11:00 am. Afternoon observation noted 90+ yards poured
and contractor would not complete pour today. RFI and cold joint detail
was faxed from project engineer for compliance.
5/1/03 Footing — apparatus bay footing cold joint observed prior to footing pour
completion scheduled for 9:30 am. Prior to pour RC was directed to clean
loose concrete debris and chip footing for key way compliance. Results
were rough.
5/2/03 Temporary Power — temporary power pole relocated, re -inspected and IID
called for meter release.
5/14/03 Wall Footing — Detail S-4 addendum #3 schedule `b' observed at west
property line garden block wall construction. Detail S-4 addendum #3
schedule `c' observed at North West property line garden block wall
construction.
Storm Drain — storm drain construction observed per section b -b sheet C4
& C5. Perforation detail RFI (3/8" holes @ 8" o.c.) observed.
5/15/03' Ground Plumbing — partial ground waste lines observed at living quarters.
5/20/03 Underground TV & Telephone conduit. Observed 2" schedule 80
television conduits and 3" schedule 40 telephone underground conduits @
communication room. Branch circuit 3/4" underground conduit constructed
is in question for approved schedule. Schedule 40 constructed and
schedule 80 is noted in specification booklet (16000 section 3.46) and
building Plan Electrical Design Criteria sheet E-1.0
5/21/03 Ground Plumbing — Partial ground waste observed at office bathroom.
Building ground waste system completed.
5/29/03 On-site Sewer — partial on-site sewer lines observed, 6" SDR 35 PVC
5/30/03 Ground Plumbing — observed apparatus floor drain & vent system.
On-site Sewer — partial on-site sewer lines observed, 6" SDR 35 PVC
6/3/03 Underground TV & Tel conduit observed by Steve Traxel.
6/10/03 Bond Beam — partial north and west property garden block wall bond
beam observed:
6/17/03 Footing —+footings observed at living quarters and administration building
areas. Hold down RFI pending for SSTB HD's vs. all thread hold downs
called out. 2pm inspection scheduled to observe all hold downs prior to
Thursday pour scheduled.
6/18/03 Hold down inspection observed, ok to pour footings.
6/24/03 Slab — slab grade and re -enforcement observed at living quarters and
- administration building areas. Pour scheduled for 6/25/03. Deputy
inspector scheduled to sample and observed pour.
6/25/03 Footing inspection observed at north property line for garden block wall.
Details S-1 & S-4 addendums were observed with pending corrections
required to be addressed prior to pour. Re -inspection scheduled for.
6/26/03.
6/26/03 Footing inspection observed corrections addressed 6/25 at detail S-4, ok to
pour. Deputy inspector on site reviewing footings. Pour scheduled for
6/27/03.
6/30/03 Partial bond beam observed. Deputy inspector on site for CMU placement.
Observed first portion of high lift at approx 5' for horizontal and vertical
reinforcement. Progress continues.
7/21/03 Bond Beam observed at high lift's (8" CMU @ 12' & 12" CMU @ 14')
for grout. Ok to grout.
8/4/03 CMU site wall footing inspection observed at north property and well site
south, east & west combination retaining/garden block walls. (2701f)
8/8/03 Bond beam top out at apparatus bay observed by Senior Inspector Kirk
Kirkland.
8/14/03 Canopy footing observed by Senior Inspector Kirk Kirkland.
8/26/03 Site (partial) CMU combination wall bond beam observed @ north
property line.
8/27/03 Site (partial) CMU combination wall bond beam observed @ well site, ok
to grout.
9/8/03 Site (partial) `French Drain System' and CMU water proofing observed at
north/west retaining wall corner for =/- 401£ An approved detail for
French Drain installation is pending. Sub -contractor was advised to install
the French Drain, drainage holes face -down vs. as installed face -up.
position. Architect, Jerrin, on site to confirm proper installation during bi-
weekly site visit.
9/9/03 Partial French drain system observed (1801f, including water proofing
system) at the north and east well site retaining wall. The south east return
was constructed for 12 lf. It is•my understanding that 20 if has been
contracted for per a prior RFI, this area was instructed to remain open until
resolved.
9/10/03 Partial French drain system observed. French drainage system and
waterproofing is complete for the well site, east planter and north property
line.
9/23/03 Partial CMU site wall inspection observed. RFI from architect requested
to verify revised faxed 8" x 11" omitting transformer enclosure. Footing's.
observed were addendum #3 detail S-4 for site wall and detail 21 sheet
58.3 for generator enclosure area.
9/26/03 Footing inspection observed at trash enclosure detail addendum 3, S-2,
correction noted to add two (2) continuous #4's at the top of footing per
detail. BBQ & wall footing per 11/A1.2 & 4/57.1 observed at two
locations. Hose reel footing addendum 3, S-3 observed, correction noted
to add two (2) continuous #4's at the top of footing per detail. Ok to pour
concrete.
9/30/03 Sand-Oil Interceptor inspection observed. Correction notice issued for
clarification of construction specifications for sand-oil interceptor (SI-1).
Detail 4/P-3.1 refers to cast iron clean out riser with sewer pipe (typical).
Fire Station specification section 02530 Sanitary Sewerage notes PVC
pipe as typical sewer pipe. Notice included an RFI for CVWD sample box,
noted by CVWD as a requirement prior to approval. RFI for relocated
interceptor received. Signature pending clarification/specification approval
and CVWD approval.
10/3/03 Sewer inspection observed, 6" SDR 35 PVC constructed to street tie in.
Sewer clean-outs to be observed at structure final.
10/8/03 Sand-Oil Interceptor inspection observed. CVWD corrections observed
i.e. sample box, trap and clean-out. Interceptor vent reconstructed of 2"
schedule 40 PVC, RFI from Jerrin in process per superintendent.
Bond Beam observed at; hose reel, BBQ's, trash enclosure and CVWD
well site T.O.
10/16/03 Structural observation walk with Engineer of Record performed. Structure
has not been scheduled for inspection to date to observed roof, wrap or
frame.
French drain system observed at hose reel block wall.
10/28/03 Waste vent and roof drain.top out water test observed on south building
wing.
10/29/03 Partial roof nail observed at south lower and upper-roof. Anchor bolt
inspection performed, areas were noted and identified for correction.
10/31/03 Partial water service & storm drain inspection observed. Water service at
90 lbs to be re-tested at completion of installation.
11/3/03 Anchor bolt epoxy, Hilti 150's with a minimum 2.5" embedment,
observed through out structure.
11/7/03 Partial roof nail observed at north lower and upper roof.
11/13/03 Roof vent water top-out observed at north structure wing. Progressive
frame combination inspection observed at south structure wing. Ok to
insulate with noted corrections to address prior to covering up. Progressive
ok to wrap inspection observed at south structure wing. Ok to wrap south
wing structure with noted correction to address prior to covering up.
11/14/03 Partial underground gas line and test observed at north BBQ to main.
Partial underground water service observed through out on-site.
Partial Storm Drain with catch basin observed on-site north end.
11/20/03 Ok to Wrap.re-inspection performed on north structure wing. Corrections
were partially addressed. Ok to wrap bottom portion of structure for
veneer construction. A re-inspection is required for Ok to Wrap signature.
11/21/03 Roof drains test observed at north structure low roof area. Insulation pre-
lim observed at laundry double shear wall.'
12/1/03 Frame combination inspection observed by Senior Inspector Kirkland.
Additionally epoxy observation was conducted for wall hanger.
12/2/03 Veneer 24" o.c. horizontal with #2 steel w/heavy ties shot into walls
observed by Inspector Traxel.
12/8/03 Insulation (R-19 wall, R-30 ceiling) inspection observed at south structure
wing. Ok to hang drywall.
12/12/03 Drywall Nail inspection observed at south structure wing. Ok to tape.
12/24/03 Roof Nail inspection observed at apparatus bay.
1/6/04 Partial framing inspection at apparatus bay observed by Inspector Steve
Traxel.
1/7/04 Framing re -inspection at structure north wing observed by Inspector Steve
Traxel. Plumbing under test and approved, electrical completed. Ok to
insulate north wing walls.
1/9/04 Steve Traxel reported, gates locked no one on site to facilitate requested
inspection (PM).
1/14/04 RFI 89 correction observed. 5/8" dia. lag bolts @ 16" o.c. constructed at 6
x 10 skylight curb.
1/16/04 Wall and ceiling insulation observed at south building structure. Water
pressure for building is under test at 150 psi.
1/21/04 Fire Department Inspector Terry DeSoucy observed rough fire sprinkler
and hydro inspection for south building structure.
1/26/04 Underground electrical conduit observed at two locations onsite,
underground electrical conduit from generator to electrical room and
underground electrical conduit at apparatus bay. Ok to back fill.
1/27/04 Drywall nail inspection observed at north building, ok to tape.
Lath inspection observed. Corrections noted: 1) fix edge metal reveals at
all windows for flush consistence. 2) remove hilti pin plastic heads and
drive all hilti pins for full penetration. Partial lath approved for scratch
with above corrections pending inspection signature.
1/28/04 Lath inspection observed. Corrections noted 1/27 have been addressed. Ok
to plaster.
2/2/04 Partial inspection performed, six (6) flag pole footing's observed for
covered parking structure. Templates were incomplete at time of
inspection. Deputy inspector noted for 3000 PSI footing foundation.
2/3/04 Interior Lath inspection observed at three (3) bathroom shower
compartments. Ok to scratch.
2/5/04 Fire Department Inspector Niel Stephens observed rough fire sprinkler and
hydro inspection apparatus bay. Corrections were note, hydro only
approved.
2/6/04 Apparatus bay rough electrical and rough plumbing observed. Noting
1/6/04 framing inspection by Steve Traxel, ok to insulate apparatus bay.
2/10/04 Partial hose reel stem wall inspection observed. Drainage not in place at
time of inspection. Conditional approval to pour with approved hose reel
drainage construction and deputy inspection sampling for 3000 psi
concrete.
2/18/04 Drywall nail inspection observed at apparatus bay. Ok to tape.
2/19/04 Electrical meter released. -Switch gear was locked out with a master lock at
the main breaker. Electrical room is locked with key custody limited to
Electrician, Site Superintendent'and Project Building Inspector. Mary at
IID was notified to release meter.
2/20/04 Seven (7) light standard footing and electrical conduit/ground inspection
observed. Ok to pour concrete.
2/27/04 T -Bar inspection called in, arrived on site and no foreman was found and
T -Bar not completed for inspection.
3/17/04 Final gas test observed. Meter release faxed to Gas Company. Fire
Department notified to make application for service, info given to Chief
Dorian.
3/19/04 Preliminary apparatus bay slab inspection observed. Corrections noted to
be addressed prior to approval to pour.
3/23/04 Apparatus bay slab (partial) inspection observed. Corrections noted
3/19/04 were observed. Epoxy fix for CMU wall & slab reinforcement
observed.
3/26/04 Apparatus bay slab (partial) inspection observed.
3/31/04 T -Bar inspection observed at north building. Correction notice issued to
construct two t-bar.struts not to exceed 12'-0" o.c. at kitchen hallway prior
to installing ceiling tile.
4/1/04 Carport metal roof deck screw inspection observed.
4/5/04 Dry pack inspection observed at steel post columns at parking structure. A
portion of driveway concrete slab was observed -with revised construction
joint detail prior to the placement of concrete.
4/6/04 Progressive site concrete driveway observations performed.
4/7/04 Progressive site concrete driveway observations performed.
4/8/04 Progressive site concrete driveway observations performed.
4/12/04 Progressive site concrete driveway observations performed.
4/14/04 Progressive site concrete driveway observations performed. Gate &
wrought iron fencing footings observed at north building.
4/16/04 Progressive site concrete driveway observed at CVWD well site.
Monument sign footing observed.
4/23/04 Monument sign poured in place concrete stem wall observed.
5/4/04 Final building inspection walk performed with correction's issued. The
building was not ready for final inspection, however the inspection was
performed to align with the owner walk for punch list pick up items.
5/7/04 Temporary Certificate of Occupancy issued.
9/9/04 Quake Guard seismic warning system installation and test observed.
9/14/04 Final Building re -inspection performed for final project acceptance.
Corrections issued 5/4/04 were observed as incomplete. Correction list
revised. to reflect work pending.to approve project.
9/16/04 Final Building inspection meeting. Correction notice delivered to DKS.
10/28/04 Notice of Completion Recorded.
Respectfully Submitted,
Daniel P. Crawford Jr.
Building Inspector II
44555 Adams St
1111111111111111111111103
Certificate of Occupancy
Building & Safety Department
This Certificate is issued pursuant to the requirements of Section 109 of the California Building
Code, certifying that, at the time of issuance, this structure was in compliance with the
provisions of the Building Code and the various ordinances of the City regulating building
construction and/or use.
Temporary Certificate of Occupancy
BUILDING ADDRESS: 44-555 Adams Street
Use classification: Commercial (La Quinta Fire Station #93)
Occupancy Group: B
Owner of Building: City of La Quinta
Type of Construction: VN Sprinkled
Building Permit No.: 0303-313
Land Use Zone: RL
Address: 78-495 Calle Tampico
30 Day Temporary Occupancy, refer to attached Correction Notice City, ST, ZIP: La Quinta, CA 92253
By: Daniel P. Crawford Jr.
Date: Expires 6/8/04
Building Official COPY
POST IN A CONSPIC
Final Building Inspection
Permit #0303-313
.Daniel P. Crawford Jr.
.Building Inspector II
La QU'inta Fire Station 93
Final Building Inspection Correction Notice
44-555 Adams Street
EZ Contractor Ll Construction Manager R1 Architect
DKS Const.& Eng. David Evans & Assoc. WLC Architects, INC.
9321 Irvine Boulevard 77-682 Country Club Dr. 10470 Foothill Blvd.
Irvine, CA 92618 Palm Desert, CA 92211 Rancho Cucamonga, CA
On 5/4/04 a final building inspection was performed with the following corrections noted
for Building Final and the issuance of Certificate of Occupancy. Please note that this
correction list may be correlated with the Owner/Architect project acceptance punch list,
however this document stands as an official Building Department correction notice to
obtain minimum building code compliance issued by the Project Inspector of record. It is
the responsibility of the General Contractor, DKS Construction & Engineering, to
correct and schedule the building f nal re -inspections with the Project Inspector of
record prior to the issuance of the Certificate of Occupancy. and should not to infer the
Certificate of Occupancy issuance as final project acceptance.
1. Mansard ridge improperly counter flashed on both south and north mansard roofs.
Mansard ridge condition is not consistent with details 12 & 16 sheet A8.2. Obtain
RFI from architect to correctly constructed counter flashing at the mansard ridge.
Properly construct counter flashed mansard ridge.
2. Complete mansard ridge tile cap at both south and north building lower roofs.
Ridge cap file was found to be unsecured in many locations.
3. Label all mechanical equipment and it's associated disconnect on north and south
mansard roofs. All equipment. shall be coordinated with sub -panel breakers.
4. Exhaust fan shrouds were found to be damaged from construction use as ladders.
Replace fan shrouds on both north and south mansard equipment roofs.
.5. Properly construct electrical connections to exhaust fans on both north and south
mansard roofs. Metallic liquid tight was observed constructed under exhaust fan
shrouds, with the exhaust fan shrouds bent and crunched to allow metallic liquid
tight installations. Do not bend, -crunch or alter listed appliances for electrical
connections unless listed and approved by the manufacture.
6. Properly flash roof jack and mechanical refrigeration line sets at south equipment
installation. The roof jack and line sets were found incomplete, roof improperly
flashed.
7. South mansard roof drains are improperly constructed. The main drain is not
constructed at the lowest point of the roof and the roof is not constructed to direct
the drainage to the main drain. The roof as observed will accumulate ponding
water. Reconstruct roof to drain to main drain. Provide a hose to flood roof to test
roof drains at re -inspection.
8: Secure exhaust fan installation to curb. Fan is sitting on curb with out fasteners at
the fan base on the south mansard roof.
9. Cut rebar at south roof access and construct access panel door per plans and
specifications. Access panel was not identified by contractor prior to final
inspection.
10. Replace damaged air conditioning unit constructed on south mansard roof. No.
damaged mechanical equipment installations are acceptable.
11. Construct fixed ladder to mechanical•roof mounted equipment at south roof in
custodial room 115 per approved plans and specifications.
12. Properly seal all.future conduit. termination on south mansard roof.
13. North mansard roof drains are improperly constructed. Secondary drain- is not
constructed for minimum 2" height above the lowest point of the roof. Both drains
are constructed as� main drains. Test the roof for proper fall to identify main drain.
Provide a hose io flood roof to test roof drains at re -inspection.
14. Two (2) swamp coolers were found to be improperly installed on north mansard
roof. Both units are not securely fastened to its platform. One swamp cooler is
sitting on untreated 4x4's. One swamp cooler is incomplete in,components
required by the fire station specifications. Units are not identified to provide
specific unit identification for this correction.
15. Construct fixed ladder to mechanical roof mounted equipment at north roof in
apparatus bay per approved plans and specifications.
16. Mechanical equipment and/or duct work shall not be visible to the public. Request
an RFI from WLC to identify method of screening, i.e. painting and color at duct
work constructed above the north mansard roof.
17. Properly construct range exhaust hood termination at north mansard roof to
terminate 10' away from air intake or construct termination 3' above air intake
within 10'.
18. Properly seal all future conduit termination on north mansard roof.
19. Construct building address. Monument sign is incomplete.
20. Construct accessible site entrance signage.
21. Construct accessible entrance door signage at room 100 door # 1.
22. Construct accessible door and wall mounted uni-sex toilet facility signage at room
104 door #2 per approved plans and specifications.
23. Construct approved long neck wrap at sink waste line in room 104 uni=sex toilet
facilities.
24. Properly construct finish plate under sink at the waste line in uni-sex toilet facility
room 104.
25. Construct .light fixture in closet room 106. If light fixture is not available, wire nut
electrical wires and construct a plate cover at the electrical box.
26. Construct proper fire riser door signage at door # 16 Room 110.
27. Complete wire flow switch and install a plate at the flow switch junction box in
room 110.
28. Complete floor drain construction in room 110.
29. Complete drywall repair at ceiling in room 110.
30. Complete floor sink in room 111. Remove all construction debris.
31. Construct attic access panel at apparatus bay exterior soffit. (reported missing)
32. Construct apparatus bay fixed ladder and landing at storage room 135 per
approved plans and specifications.
33. Strap all armor cable conduit at apparatus bay garage door opener sensors
constructed in room 112.
34. Construct accessible threshold at apparatus bay room 112 door #3. .
35. Address over sized CMU cut outs for electrical receptacles constructed in
apparatus bay room 112. Properly correct in a good workmanship like manner.
36. Tighten epoxyed bolt nuts at post cap in storage�room 135, apparatus attic storage.
...37. Complete drywall repairs at electrical in storage room 135, apparatus attic
storage.
38. Construct electrical plate cover at ceiling junction box room 135; apparatus attic
storage.
39. Complete counter tops in shop room 122. Construct power strip per plans and
specifications to complete electrical at shop counter.
40. Construct approved shower enclosure at room 114. Shower walls shall have a
smooth, hard non-absorbent surface of Portland cement, concrete, ceramic tile or
other smooth, hard nonabsorbent surface to a height of 70 inches above the drain
inlet. Submit a RFI request to WLC prior to any construction. to correct shower.
Green board alone constructed in this area does not satisfy the minimum building
code requirements.
41. Screens shall not be installed at clothes dryers duct terminations (CMC 504.3.1).
Architect identified the duct termination was not consistent with approved Plans
and specification. Reconstruct approved dryer vent termination.
42. Exercise room 118 egress hardware incomplete at exterior door #8
43. Construct door hardware in exercise room 118 at interior door #29.
44. Complete glass panelconstruction in exercise room 118. Missing screws and
glass panel edge plates.
45. Construct water heater. low combustion air within 12" of the floor in custodial
.room 115. Properly construct the low combustion air as discussed behind door
#115 so it clears the door. hardware and allows door to fully open.
46. Construct hardware at egress door #35 in dormitory room 130.
47. Construct hardware at egress door #36 in dormitory room 131.
48. Construct hardware at egress door #37 in dormitory room 132.
49. Construct hardware at egress door #38 in dormitory room 133.
50. Complete door hardware at door #11 in hallway room 121.
5.1. Kitchen island circuit was not operational to test GFI circuits in room 127.
52. Garbage disposal at island sink had no power to test in room 127.
$3. Garbage disposal at.kitchen sink (second disposal) had no power to test in room
127. Additionally sink was found to be damaged with a dent in the front right
corner.
54. Island electrical receptacle has been relocated due to the proximity of the island
sink constructed. Properly correct cabinet at abandoned receptacle opening.
.55. Construct approved long neck wrap at sink waste line in room 124 accessible
toilet facilities.
56. Complete grab bar construction on compartment side wall at toilet in room 124.
Ensure grab bar is constructed so it extends 24" beyond the face of toilet.
57. Two (2) exterior receptacles at the exterior kitchen pass thru window/BBQ area
were tested and found to not be GFI protected. GFI protect receptacles and
properly weather proof outlet boxes constructed in CMU wall.
58. Complete light standard fixture at BBQ.
59. Install BBQ patio ceiling Fan. Coordinate fixture specifications with WLC prior
to installation. If fixture is not identified for installation, wire nut wires and install
water proof plate cover at receptacle.
60. Complete parking lot stripping. This includes accessible parking, aisle and
signage per the approved plans and specifications.
61. Construct Quake Guard System per approved Plans and specifications.
62. Complete site fence and gate construction including the proper removal of rust,
priming and painting.
63. Electrical room was incomplete. Complete electrical work and remove
construction debris. Properly identify and label electrical room door #2 at room
109. Complete permanent sub-panef labeling.
64. Landscaping was incomplete. Complete fire station site and Adams Street
landscaping.
65. Finish Grade is not established. Adams street finish grade behind side walk is not
established. Fire Stations site incomplete with landscaping in progress to evaluate.
66. Park landscaping has not been repaired from the accident reported during RG
concrete's excavation of north property CMU retaining wall.
67. Compete church.property parking lot repairs. Repairs were identified and reported
to Toureef Nashashibi, DKS Project Manager. It is highly suggested after repairs
are complete to walk- site with the Church representative and receive written
evidence of acceptance for permanent file should any claim or request for
corrections be made in the future.
68. Provide written evidence for the sealing of the graded church retention basin and
associated property identified in the approved plans and specifications. Provide a
receipt from the contractor sealing the sight. The receipt shall include the type of
chemical sealant and quantity used.
69. Provide written evidence of Community Development Department final approval
for this Project. Contact Community Development Department directly at (760)
777-7125 to schedule a final inspection. Community Development Department'
sign off will be found at the. bottom of the fire station job card issued by the
Building Department.
70. Provide written evidence of Public Works Department approval for this Project.
Contact the Public Works Department directly at (760) 777-7075 to schedule a
final inspection. Public Works Department sign off will be found at the bottom of
the fire station job card issued by the. Building Department.
.71. Provide written evidence of Riverside County Fire Department life safety and
occupancy approval for this project. Contact Riverside County Fire Department
: directly at (760) 863-8886. A letter from the Riverside County Fire Department
approving the building life safety and occupancy shall be required prior to the
issuance of building final and certificate of occupancy.
Daily Inspection Log
Permit #0303-313
Daniel P. Crawford Jr.
Building Inspector II
La Quinta FireStation 93
44-555 Adams Street
Date Inspection
4/21%03 Temporary Power
4/29/03 Ground Plumbing — Partial ground waste stub at apparatus bay observed
Stand Pipe — 200 psi observed for 2 hours @ fire station stand pipe
4/30/03 Footing — apparatus bay footing's and stem wall construction observed.
Pour started late 11:00 am. Afternoon observation noted 90+ yards poured
and contractor would not complete pour today. RFI and cold joint detail
was faxed from project engineer for compliance.
5/1/03 .Footing — apparatus bay footing cold joint observed prior to footing pour
completion scheduled for 9:30 am. -Prior to pour RC.was directed to clean
loose concrete debris and chip footing for key way compliance: Results
Were rough.
5/2/03 Temporary Power — temporary power pole relocated, re -inspected and IID
called for meter release.
5/14/03 Wall Footing = Detail S-4 addendum #3 schedule `b' observed at west
property line garden block wall construction. Detail S-4 addendum #3
schedule `c' observed at North West property line garden block wall
construction.
Storm Drain — storm drain construction observed per section b -b sheet C4
& C5. Perforation detail RFI (3/8" holes @ 8" o.c.) observed.
5/15/03 Ground Plumbing -partial ground waste lines observed at'living quarters.
5/20/03. Underground TV & Telephone conduit. Observed 2" schedule 80
television conduits and 3" schedule 40 telephone underground conduits @
communication room. Branch circuit %" underground conduit'constructed
is in question for approved schedule. Schedule 40 constructed and
schedule 80 is noted in specification booklet (16000 section 3.46) and
building Plan Electrical Design Criteria sheet E-1.0
5/21/03 Ground Plumbing — Partial ground waste observed at office bathroom.
Building ground waste system .completed.
5/29/03 On-site Sewer — partial on-site sewer lines observed, 6" SDR 35 PVC
5/30/03 Ground Plumbing — observed apparatus floor drain & vent system.
On-site Sewer — partial on-site sewer lines observed, 6" SDR 35 PVC .
6/3/03 Underground TV.& Tel conduit observed by Steve Traxel.
6/10/03 Bond Beam — partial north and west property garden block wall bond
beam observed. .
'6/17/03 Footing — footings observed at living quarters and administration building
-areas. Hold down RFI pending for SSTB HD's vs. all thread hold downs
called out. 2pm inspection scheduled to observe all hold downs prior to
Thursday pour scheduled.
6/18/03. Hold down inspection observed, ok to pour footings.
L
6/24/03 Slab — slab grade and re' -enforcement observed at living quarters and
administration building areas. Pour scheduled for 6/25/03. Deputy
inspector scheduled to sample and observed pour.
6/25/03 Footing inspection observed at north property line for garden block wall.
Details S-1 & S-4 addendums were observed with pending corrections
required to be addressed prior to pour. Re -inspection scheduled for
6/26/03.
6/26/03 Footing inspection observed corrections addressed 6/25 at detail S-4, ok to
pour. Deputy inspector on site reviewing footings. Pour scheduled for
6/27/03.
6/30/03 Partial bond beam observed. Deputy inspector on site for CMU placement.
Observed first portion of high lift at approx 5' for horizontal and vertical
reinforcement. Progress continues.
7/21/03 Bond Beam observed at high lift's (8" CMU @ 12' & 12" CMU @ 14')
for grout. Ok to grout.
8/4/03 CMU site wall footing inspection observed at north property and well site
south, east &. west combination retaining/garden block walls. (2701f)
8/8/03 Bond beam top out at apparatus bay observed by Senior Inspector Kirk
Kirkland..
8/14/03 Canopy footing observed by Senior Inspector Kirk Kirkland.
8/26/03 Site (partial) CMU combination wall bond beam obseryed @ north T
property line.
8/27/03 Site (partial) CMU combination wall bond beam observed @ well site, ok
to grout.
9/8/03 Site (partial) `French Drain System' and CMU water proofing observed at
north/west retaining wall corner for =/- 40 If. An approved detail for
French Drain installation is pending. Sub -contractor was advised to install
the. French Drain, drainage holes face -down vs. as installed face -up
position. Architect, Jerrin, on site to confirm proper installation during bi-
weekly site visit.
9/9/03 Partial French drain system observed (1801f, including water proofing
system) at the north and east well site retaining wall. The south east return
was constructed for 121f. It is my understanding that 201f has been
contracted for per a prior RFI, this area was instructed to remain open until
resolved..
9/10/03 Partial French drain system observed. French drainage system and
waterproofing is complete for the well site, east planter and north property
line.
9/23/03 Partial CMU site wall inspection observed. RFI from architect requested
to verify revised faxed 8" x 11 omitting transformer enclosure. Footing's
observed were addendum #3 detail S-4 for site wall and detail 21 sheet
58.3 for generator enclosure area.
9/26/03 Footing inspection observed at trash enclosure detail addendum 3, S-2,
correction noted to add two (2). continuous #4's at the top of footing per
detail. BBQ & wall footing per I I/A1.2 &.4/S7.1 observed at two
T.,
locations. Hose reel footing addendum 3, S-3 observed,'correction noted
to add two (2) continuous #4's at the top of footing per detail.- Ok to pour
concrete.
9/30/03 Sand -Oil Interceptor inspection observed. Correction notice issued for
clarification of construction specifications for sand -oil interceptor (SI -1).
Detail 4/P-3.1 refers to cast iron clean out riser with sewer pipe (typical).
Fire Station specification section 02530 Sanitary Sewerage notes PVC
pipe as typical sewer pipe. Notice included an RFI for CVWD sample box,
noted by CVWD as a requirement prior to approval. RFI for relocated
interceptor received. .Signature pending clarification/specification approval
and CVWD approval.
10/3/03 Sewer inspection observed, 6" SDR 35 PVC constructed to street tie in.
Sewer clean -outs to be observed at structure final.
10/8/03 Sand -Oil Interceptor inspection observed. CV WD corrections observed
i.e. sample box, trap and clean-out. Interceptor vent reconstructed of 2"
schedule 40 PVC, RFI. from Jerrin in process per superintendent.
Bond Beam observed at; hose reel,'BBQ's, trash enclosure and CVWD
well site T.O.
10/16/03 Structural observation walk with Engineer of Record performed. Structure .
has notbeen scheduled for inspection to date to observed roof, wrap or
frame.
French drain system observed at hose reel block wall.
.10/28/03 Waste vent and roof drain top out water test observed on south building
wing.
10/29/03 Partial roof nail observed at south lower and upper roof. Anchor bolt
inspection performed, areas were noted and identified for correction.
10/31/03 Partial water service & storm drain inspection observed. Water service at
90 lbs to be re -tested at completion of installation.
11/3/03 Anchor bolt epoxy, Hilti 150's with a minimum 2.5" embedment,
observed through out structure.
11/7/03 Partial roof nail observed at north lower and upper roof.
11/13/03 Roof vent water top -out observed. at north structure wing. Progressive
frame combination inspection observed at south structure wing. Ok to
insulate with noted corrections to address prior to covering.up. Progressive
ok to wrap inspection observed at south structure wing. Ok to wrap south'
wing structure with noted correction to address prior to covering up.
11/14/03 Partial underground gas line and test observed at north BBQ to main.
Partial underground water service observed through out on-site.
Partial Storm Drain with catch basin observed on-site north end.
11/20/03 Ok to Wrap re -inspection performed on north structure wing. Corrections
Were partially addressed. Ok to wrap bottom portion of structure for
veneer construction. A re -inspection is required for Ok to Wrap signature.
11/21/03 Roof drains test observed at north structure low roof area. Insulation pre-
lim observed at laundry double shear wall.'
12/1/03 Frame combination inspection observed by Senior Inspector Kirkland.
Additionally epoxy observation was conducted for wall hanger.
T:
12/2/03 Veneer 24" o.c. horizontal with #2 steel w/heavy ties shot into walls
observed by Inspector Traxel.
12/8/03 Insulation (R-19 wall, R-30 ceiling) inspection observed at south structure
wing. Ok to hang drywall.
12/12/03 Drywall Nail inspection observed at south structure wing. Ok to tape.
12/24/03 Roof Nail inspection observed at apparatus bay..
1/6/04. Partial framing inspection at apparatus bay observed by Inspector Steve
Traxel.
1/7/04 Framing re -inspection at structure north wing observed by Inspector Steve
Traxel. Plumbing under test and approved, electrical completed. Ok to
insulate north wing walls.
1/9/04 Steve.Traxel reported, gates locked no one onsite to facilitate requested
inspection (PM).
1/14/04 RFI 89 correction observed. 5/8" dia. lag bolts @ 16" o.c. constructed at 6
x 10 skylight curb.
1/16/04 Wall and ceiling insulation observed at south building structure. Water
pressure for building is under test at 150 psi.
1/21/04 Fire Department Inspector Terry DeSoucy observed rough fire sprinkler
and hydro inspection for south building structure.
1/26/04 Underground electrical conduit observed at two locations onsite,
underground electrical conduit from generator to electrical room and
underground electrical conduit at apparatus bay. Ok to back fill.
1/27/04 Drywall nail inspection observed at north building, ok to tape.
Lath inspection observed.. Corrections noted: 1) fix edge metal reveals at
all windows for flush consistence: 2) remove hilti pin plastic heads and
drive all hilti pins for full penetration. Partial lath approved for scratch
with above corrections pending inspection signature.
1/28/04 Lath. inspection observed. Corrections noted 1/27 have been addressed. Ok
to plaster.
2/2/04 Partial inspection performed, six (6) flag pole footing's observed for
covered parking structure.. Templates were incomplete at time of
inspection. Deputy inspector noted for 3000 PSI footing foundation.
2/3/04 Interior Lath inspection observed at three (3)'bathroom shower
compartments. Ok to scratch.
2/5/04 Fire Department Inspector Niel Stephens observed rough fire sprinkler and
hydro inspection apparatus bay. Corrections were note, hydro only-
approved.
nlyapproved.
2/6/04 Apparatus bay rough electrical and rough plumbing observed. Noting _
1/6/04 framing inspection by Steve Traxel, ok to insulate apparatus bay.
2/10/04 Partial hose reel stem wall inspection observed. Drainage not in place at -
time of inspection. Conditional approval to pour with approved hose reel
drainage construction and deputy inspection sampling for 3000 psi
concrete.
2/18/04 Drywall nail inspection observed at apparatus bay. Ok to tape.
2/19/04 Electrical meter released. Switch gear was locked out with a master lock at
the main breaker. Electrical room is. locked with key custody limited to
Iq
.Electrician, Site Superintendent and Project Building Inspector. Mary at
IID was notified to release meter.
2/20/04 Seven (7) light standard footing and electrical conduit/ground inspection
observed. Ok to pour concrete.
2/27/04 T -Bar inspection called in, arrived on site and no foreman was found and
T -Bar not completed for inspection.
3/17/04 Final gas test observed. Meter release faxed to Gas Company. Fire
Department notified to make application for service, info given ,to Chief
Dorian.
3/19/04 Preliminary apparatus bay slab inspection observed. Corrections noted to
be addressed prior to approval to pour.
3/23/04 Apparatus bay slab (partial) inspection observed. Corrections noted
3/19/04 were observed. Epoxy fix for CMU wall & slab reinforcement
observed.
3/26/04 Apparatus bay slab (partial) inspection observed.
3/31/04 T -Bar inspection observed at north building. Correction notice issued to
construct two t -bar struts not to exceed 12'-0" o. c. at kitchen hallway prior
to installing ceiling tile.
4/1/04 Carport metal roof deck screw inspection observed.
4/5/04 Dry pack inspection observed at steel post columns at parking structure. A
portion of driveway concrete slab was observed with revised construction'
joint detail prior to the placement of concrete.
4/6/04 Progressive site concrete driveway observations performed.
4/7/04 Progressive site concrete driveway observations performed.
4/8/04 Progressive site concrete driveway observations performed.
4/1.2/04 Progressive site concrete. driveway observations performed.
4/14/04 Progressive site concrete driveway observations performed.. Gate &
wrought iron fencing footings observed at north building.
4/16/04 Progressive site concrete driveway observed at CVWD well site.
Monument sign footing observed.
4/23/04 Monument sign poured in place concrete stem wall observed.
5/4/04 Final building inspection walk performed with correction's issued. The
building was not ready for final inspection,. however the inspection was
performed to align with the owner walk for punch list pickup items.
5/7/04 Temporary Certificate of Occupancy issued.
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
March 6, 2003
Mr. Greg M. Chandra
SOUTHLAND GEOTECHNICAL
79-607 Country Club Dr., #5
Bermuda Dunes, CA 92201
Dear Mr. Chandra:
04
1E
(7 6 0) 777-7000
FAX (760) 777-7101
Please find enclosed a fully executed Agreement by and between the City of La Quinta. and
Southland Geotechnical for Professional Testing and Inspection for the City of La Quinta Third Fire
Station, Project No. 2001-14.
Should you have any questions, please contact Tom Hartung at (760) 777-7013.
Sincerely,
JUNE S. GREEK, CMC, City Clerk
City of La Quinta, California
enclosure
xc: Tom Hartung, Building & Safety Director
mro,
M
19
• 9.
PROFESSIONAL SERVICES AGREEMENT
THIS AGREEMENT FOR CONTRACT SERVICES (the "Agreement") is made and entered into
by and between the CITY OF LA QUINTA, ("City"), a California municipal corporation, and
Southland Geotechnical ("Consultant"). The parties hereto agree as follows:
1.0 SERVICES OF CONSULTANT
1.1 ScoRP of Services. In compliance with all terms and conditions of this Agreement,
Consultant shall provide those services related to Professional Testing and Inspection Services for
the City of La Quinta Third Fire Station, Project 2001-14 as specified in the "Scope of Services"
attached hereto as Exhibit "A" and incorporated herein by this reference (the "services" or "work").
Consultant warrants that all services will be performed in a competent, professional and
satisfactory manner in accordance with the standards prevalent in the industry for such services.
1.2 Compliance with Law. All services rendered hereunder shall be provided in accordance
with all ordinances, resolutions, statutes, rules, regulations and laws of the City of La Quinta and
any Federal, State or local governmental agency of competent jurisdiction.
1.3 Licenses, Permits. Fees and Assessments. Except as otherwise specified herein,
Consultant shall obtain at its sole cost and expense such licenses, permits and approvals as may
be required by law for the performance of the services required by this Agreement. Consultant
shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties
and interest, which may be imposed by law and arise from or are necessary for the performance
of the services required by this Agreement.
1.4 Familiarity with Work. By executing this Agreement, Consultant warrants that (a) it
has thoroughly investigated and considered the work to be performed, (b) it has investigated the
site of the work and fully acquainted itself with the conditions there existing, (c) it has carefully
considered how the work should be performed, and (d) it fully understands the. facilities, difficulties
and restrictions attending performance of the work under this Agreement. Should Consultant
discover any latent or unknown conditions materially differing from those inherent in the work or
as represented by City, it shall immediately inform City of such fact and shall not proceed except
at Consultant's risk until written instructions are received from the Contract Officer (as defined in
Section 4.2 hereof).
1.5 Care of Work. Consultant shall adopt reasonable methods during the life of the
Agreement to furnish continuous protection to the work performed by Consultant, and the
equipment, materials, papers and other components thereof to prevent losses or damages, and
shall be responsible for all such damages, to persons or property, until acceptance of the work by
City, except such losses or damages as may be caused by City's own negligence. The
performance of services by Consultant shall not relieve Consultant from -any obligation to correct
any incomplete, inaccurate or defective work at no further cost to City, when,such inaccuracies
are due to the negligence of Consultant.
1.6 Additional Services. In accordance with the terms and conditions of this Agreement,
Consultant shall perform services in addition to those specified in the Scope of Services when
directed to do so by the Contract Officer, provided that Consultant shall not be required to perform
any additional services without compensation. Any addition in compensation not exceeding five
percent (5%) of the Contract Sum may be approved by the Contract Officer. Any greater increase
must be approved by the City Council.
G:\FireTSAfirestationtesting. wpd
1.
1.7 Soecial Requirements. Additional terms and conditions of this Agreement, if any,
which are made a part hereof are set forth in Exhibit "D" (the "Special Requirements"). In the
event of a conflict between the provisions of the Special Requirements and any other provisions
of this Agreement, the provisions of the Special Requirements shall govern.
2.0 COMPENSATION
2.1 Contract Sum. For the services rendered pursuant to this Agreement, Consultant shall
be compensated in accordance with Exhibit "B" (the "Schedule of Compensation") in a total
amount not to exceed Twenty Six thousand, eight hundred and eighteen Dollars ($26,818.00 1
(the "Contract Sum"), except as provided in Section 1.6. The method of compensation set forth
in the Schedule of Compensation may include a lump sum payment upon completion, payment in
accordance with the percentage of completion of the services, payment for time and materials
based upon Consultant's rate schedule, but not exceeding the Contract Sum, or such other
methods as may be specified in the Schedule of Compensation. Compensation may include
reimbursement for actual and necessary expenditures for reproduction costs, transportation
expense, telephone expense, and similar costs and expenses when and if specified in the Schedule
of Compensation.
2.2 Method of Payment. Any month in which Consultant wishes to receive payment,
Consultant shall submit to City no later than the tenth (10th) working day of such month, in the
form approved by City's Finance Director, an invoice for services rendered prior to the date of the
invoice. Such invoice shall (1) describe in detail the services provided, including time and materials,
and (2) specify each staff member who has provided services and the number of hours assigned
to each such staff member. Such invoice shall contain a certification by a principal member of
Consultant specifying that the payment requested is for work performed in accordance with the
terms of this Agreement. City will pay Consultant for all expenses stated thereon which are
approved by City pursuant to this Agreement no later than the last working day of the month.
3.0 PERFORMANCE SCHEDULE
3.1 Time of Essence. Time is of the essence in the performance of this Agreement.
3.2 Schedule of Performance. All services rendered pursuant to this Agreement shall be
performed diligently and within the time period established in Exhibit "C" (the "Schedule of
Performance"). Extensions to the time period specified in the Schedule of Performance may be
approved in writing by the Contract Officer.
3.3 Force Majeure. The time period specified in the Schedule of Performance for
performance of the services rendered pursuant to this Agreement shall be extended because of any
delays due to unforeseeable causes beyond the control and without the fault or negligence of
Consultant, including, but not restricted to, acts of God or of the public enemy, fires, earthquakes,
floods, epidemic, quarantine restrictions, riots, strikes, freight embargoes, acts of any governmental
agency other than City, and unusually severe weather, if Consultant shall within ten (10) days of
the commencement of such delay notify the Contract Officer in writing of the causes of the delay.
The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for
performing the services for the period of the forced delay when and if in his or her judgement such
delay is justified, and the Contract Officer's determination shall be final and conclusive upon the
parties to this Agreement.
3.4 Term. Unless earlier terminated in accordance with Sections 7.7 or 7.8 of this
Agreement, this Agreement shall continue in full force and effect until completion of the services,
except as otherwise provided in the Schedule of Performance.
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4.0 COORDINATION OF WORK
4.1 Representative of Consultant. The following principals of Consultant are hereby
designated as being the principals and representatives of Consultant authorized to act in its behalf
with respect to the work specified herein and make all decisions in connection therewith:
a. Greg M. Chandra, P.E.
b. Anthony Colarossi, RCE
It is expressly understood that the experience, knowledge, capability, and reputation of the
foregoing principals were a substantial inducement for City to enter into this Agreement.
Therefore, the foregoing principals shall be responsible during the term of this Agreement for
directing all activities of Consultant and devoting sufficient time to personally supervise the services
hereunder.
The foregoing principals may not be changed by Consultant and no other personnel may be
assigned to perform the service required hereunder without the express written approval of City.
4.2 Contract Officer. The Contract Officer shall be Tom Hartung, Director of Building
Safety, or such other person as may be designated by the City Manager of City. It shall be
Consultant's responsibility to assure that the Contract Officer is kept informed of the progress of
the performance of the services and Consultant shall refer any decisions which must be made by
City to the Contract Officer. Unless otherwise specified herein, any approval of City required
hereunder shall mean the approval of the Contract Officer.
4.3 Prohibition Against Subcontracting or Assignment. The experience, knowledge,
capability and reputation of Consultant, its principals and employees were a substantial inducement
for City to enter into this Agreement. Except as set forth in this Agreement, Consultant shall not
contract with any other entity to perform in whole or in part the services required hereunder
without the express written approval of City. In addition, neither this Agreement nor any interest
herein may be assigned or transferred, voluntarily or by operation of law, without the prior written
approval of City.
4.4 Independent Contractor. Neither City nor any of its employees shall have any control
over the manner, mode or means by which Consultant, its agents or employees, perform the
services required herein, except as otherwise set forth. Consultant shall perform all services
required herein as an independent 'contractor of City and shall remain at all times as to City a
wholly independent contractor with only such obligations as are consistent with that role.
Consultant shall not at any time or in any manner represent that it or any of its agents or
employees are agents or employees of City.
4.5 City Cooperation. City shall provide Consultant with any plans, publications, reports,
statistics, records or other data or information pertinent to services to be performed hereunder
which are reasonably available to Consultant only from or through action by City.
5.0 INSURANCE, INDEMNIFICATION AND BONDS.
5.1 Insurance. Consultant shall procure and maintain, at its cost, and submit concurrently
with its execution of this Agreement, personal and public liability and property damage insurance
against all claims for injuries against persons or damages to property resulting from Consultant's
acts or omissions rising out of or related to Consultant's performance under this Agreement. The
insurance policy shall contain a severability of interest clause providing that the coverage shall be
primary for losses arising out of Consultant's performance hereunder and neither City nor its .
G:\Fire\PSAfirestationtesting.wpd
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insurers shall be required to contribute to any such loss. A certificate evidencing the foregoing and
naming City and its officers and employees as additional insured shall be delivered to and approved
by City prior to commencement of the services hereunder.
The amount of insurance required hereunder shall be determined by the Contract Sum in
accordance with the following table:
Contract Sum Personal Injury/Property Damage Coverage
Less than $50,000 $100,000 per individual; $300,000 per occurrence
$50,000 - $300,000 $250,000 per individual; $500,000 per occurrence
Over $300,000 $500,000 per individual; $1,000,000 per occurrence
Consultant shall carry automobile liability insurance of $1,000,000 per accident against all
claims for injuries against persons or damages to property arising out of the use of any automobile
by Consultant, its officers, any person directly or indirectly employed by Consultant, any
subcontractor or agent, or anyone for whose acts any of them may be liable, arising directly or
indirectly out of or related to Consultant's performance under this Agreement. The term
"automobile" includes, but is not limited to, a land motor vehicle, trailer or semi -trailer designed for
travel on public roads. The automobile insurance policy shall contain a severability of interest
clause providing that coverage shall be primary for losses arising out of Consultant's performance
hereunder and neither City nor its insurers shall be required to contribute to such loss. A certificate
evidencing the foregoing and naming City and its officers and employees as additional insured shall
be delivered to and approved by City prior to. commencement of the services hereunder.
Consultant shall carry Workers' Compensation Insurance in accordance with State Worker's
Compensation laws.
Consultant shall procure professional errors and omissions liability insurance in an amount
acceptable to City.
All insurance required by this Section shall be kept in effect during the term of this Agreement and
shall not be cancelable without thirty (30) days written notice to City of proposed cancellation.
The procuring of such insurance or the delivery of policies or certificates evidencing the same shall
not be construed as a limitation of Consultant's obligation to indemnify City, its officers,
employees, contractors, subcontractors, or agents.
5.2 Indemnification. The Consultant shall defend, indemnify and hold harmless
the City, its officers, officials, employees, representatives and agents, "City indemnitees," from and
against any and all actions, suits, proceedings, claims, demands, losses, costs, and expenses,
including legal costs and attorneys' fees, for injury to or death of person(s), for damage to property
(including property owned by the City) ("claims") and for errors and omissions committed by
Consultant, its officers, anyone directly or indirectly employed by Consultant, any subcontractor,
and agents or anyone for whose acts any of them may be liable, arising directly or indirectly out
of or related to Consultant's performance under this Agreement, except to the extent of such loss
as may be caused by City's own active negligence, sole negligence or willful misconduct, or that
of its officers or employees.
In the event the City indemnitees are made a party to any action, lawsuit, or other adversarial
proceeding in any way involving such Claims, Consultant shall provide a defense to the City
indemnitees, or at the City's option, reimburse the City indemnitees their costs of defense,
including reasonable attorney's fees, incurred in defense of such claim. In addition consultant shall
be obligated to promptly pay any final judgment or portion thereof rendered against the City
indemnitees.
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5.3m i . In addition to any other remedies City may have if' Consultant fails to
provide or maintain any insurance policies or policy endorsements to the extent and within the time
herein required, City may, at its sole option:
a. Obtain such insurance and deduct and retain the amount of the premiums for
such insurance from any sums due under this Agreement.
b. Order Consultant to stop work under this Agreement and/or withhold any
payment(s) which become due to Consultant hereunder until Consultant
demonstrates compliance with the requirements hereof.
C. Terminate this Agreement.
Exercise of any of the above remedies, however, is an alternative to any other remedies City
may have. The above remedies are not the exclusive remedies.for Consultant's failure to maintain
or secure appropriate policies or endorsements. Nothing herein contained shall be construed as
limiting in any way the extent to which Consultant may be held responsible for payments of
damages to persons or property resulting from Consultant's or its subcontractors' performance of
work under this Agreement.
6.0 RECORDS AND REPORTS.
6.1 Rem. Consultant shall periodically prepare and submit to the Contract Officer such
reports concerning Consultant's performance of the services required by this Agreement as the
Contract Officer shall require.
6.2 Records. Consultant shall keep such books and records as shall be necessary to
perform the services required by this Agreement and enable the Contract Officer to evaluate the
cost and the performance of such services. Books and records pertaining to costs shall be kept
and prepared in accordance with generally accepted accounting principals. The Contract Officer
shall have full and free access to such books and records at all reasonable times, including the right
to inspect, copy, audit, and make records and transcripts from such records.
6.3 Ownership of Documents. Originals of all drawings, specifications, reports, records,
documents and other materials, whether in hard copy or electronic form, which are prepared by
Consultant, its employees, subcontractors and agents in the performance of this Agreement, shall
be the property of City and shall be delivered to City upon termination of this Agreement.or upon
the earlier request of the Contract Officer, and Consultant shall have no claim for further
employment or additional compensation as a result of the exercise by City of its full rights of
ownership of the documents and materials hereunder. Consultant shall cause all subcontractors
to assign to City any documents or materials prepared by them, and in the event Consultant fails
to secure such assignment, Consultant shall indemnify City for all damages suffered thereby.
In the event City or any person, firm or corporation authorized by City reuses said documents
and materials without written verification. or adaptation by Consultant for the specific purpose
intended and causes to be made or makes any changes or alterations in said documents and
materials, City hereby releases, discharges, and exonerates Consultant from liability resulting from
said change: The provisions of this clause shall survive the completion of this Contract and shall
thereafter remain in full force and effect.
6.4 Release of Documents. The drawings, specifications, reports, records, documents and
other materials prepared by Consultant in the performance of services under this Agreement shall
not be released publicly without the prior written approval of the Contract Officer or as required
G:\Fire\PSAfirestationtesting.wpd
fl -
5
by law. Consultant shall not disclose to any other entity or person (any information regarding the
activities of City, except as required by law or as authorized by City.
7.0 ENFORCEMENT OF AGREEMENT.
7.1 California Law. This Agreement shall be construed and interpreted both as to validity
and to performance of the parties in accordance with the laws of the State of California. Legal
actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall
be instituted in the Superior Court of the County of Riverside, State of California, or any other
appropriate court in such county, and Consultant covenants and agrees to submit to the personal
jurisdiction of such court in the event of such action.
7.2 Dislutes. In the event of any dispute arising under this Agreement, the injured party
shall notify .the injuring party in writing of its contentions by submitting a claim therefor. The
injured party shall continue performing its obligations hereunder so long as the injuring party
commences to cure such default within ten (10) days of service of such notice and completes the
cure of such default within forty-five (45) days after service of the notice, or such longer period
as may be permitted by the Contract Officer; provided that if the default is an immediate danger
to the health, safety and general welfare, City may take such immediate action as City deems
warranted. Compliance with the provisions of this section shall be a condition precedent to
termination of this Agreement for cause and to any legal action, and such compliance shall not be
a waiver of any party's right to take legal action in the event that the dispute is not cured, provided
that nothing herein shall limit City's right to terminate this Agreement without cause pursuant to
Section 7.8.
7.3 Retention of Funds. City may withhold from any monies payable to Consultant
sufficient funds to compensate City for any losses, costs, liabilities, or damages it reasonably
believes were suffered by City due to the default of Consultant in the performance of the services
required by this Agreement.
7.4 Waive r. No delay or omission in the exercise of any right or remedy of a non defaulting
party on any default shall impair such right or remedy or be construed as a waiver. City's consent
or approval of any act by Consultant requiring City's consent or approval shall not be deemed to
waive or render unnecessary City's consent to or approval of any subsequent act of Consultant.
Any waiver by either party of any default must be in writing and shall not be a waiver of any other
default concerning the same or any other provision of this Agreement.
7.5 Rights and Remedies are Cumulative. Except with respect to rights and remedies
expressly declared to be exclusive in this Agreement, the rights and remedies of the parties are
cumulative and the exercise by either party of one or more of such rights or remedies shall not
preclude the exercise by it, at the same or different times, of any other rights or remedies for the
same default or any other default by the other party.
7.6 Legal Action. In addition to any other rights or remedies, either party may take legal
action, at law or at equity, to cure, correct or remedy any default, to recover damages for any
default, to compel. specific performance of this Agreement, to obtain injunctive relief, or to obtain
any other remedy consistent with the purposes of this Agreement.
7.7 Termination Prior To Expiration Of Term. This section shall govern any termination of
this Agreement, except as specifically provided in the following Section 7.8 for termination for
cause. City reserves the right to terminate this Agreement at any time, with or without cause,
upon thirty (30) days' written notice to Consultant. Upon receipt of any notice of termination,
Consultant shall immediately cease all services hereunder except such as may be specifically
G:\Fire\PSAfirestationtesting.wpd
M
• 0
approved by the Contract Officer. Consultant shall be entitled to compensation for all services
rendered prior to receipt of the notice of termination and for any services authorized by the
Contract Officer thereafter in accordance with the Schedule of Compensation or such as may be
approved by the Contract Officer, except as provided in Section 7.3.
7.8 Termination For Default of Consultant. If termination is due to the failure of Consultant
to fulfill its obligations under this Agreement, City may, after compliance with the provisions of
Section 7.2, take over work. and prosecute the same to completion by contract or otherwise, and
Consultant shall be liable to the extent that the total cost for completion of the services required
hereunder exceeds the compensation herein stipulated (provided that City shall use reasonable
efforts to mitigate such damages), and City may withhold any payments to Consultant for the
purpose of setoff or partial payment of the amounts owed City as previously stated in Section 7.3.
7.9 Attorneys Fees. If either party commences an action against the other party arising
out of or in connection with this Agreement, the prevailing party shall be entitled to recover
reasonable attorneys' fees and costs of suit from the losing party.
8.0 CITY OFFICERS AND EMPLOYEES: NONDISCRIMINATION.
8.1 Non -liability of City Officers and Employees. No officer or employee of City shall be
personally liable to Consultant, or any successor in interest, in the event or any default or breach
by City or for any amount which may become due to Consultant or to its successor, or for breach
of any obligation of the terms of this Agreement.
8.2 Conflict of Interest. No officer or employee of City shall have any personal interest,
direct or indirect, in this Agreement nor shall any such officer or employee participate in any
decision relating to the Agreement which affects his or her personal interest or the interest of any
corporation, partnership or association in which she or he is, directly or indirectly, interested, in
violation of any State statute or regulation. Consultant warrants that'it has not paid or given and
will not pay or give any third party any money or general consideration for obtaining this
Agreement.
8.3 Covenant against Discrimination. Consultant covenants that, by and for itself, its heirs,
executors, assigns, and all persons claiming under or through them, that there shall be no
discrimination against or segregation of, any person or group of persons on account of race, color,
creed, religion, sex, marital status, national origin or ancestry in the performance of this
Agreement. Consultant shall take affirmative action to insure that applicants are employed and that
employees are treated during employment without regard to their race, color, creed, religion, sex,
marital status, national origin or ancestry.
9.0 MISCELLANEOUS PROVISIONS
9.1 Notice. Any notice, demand, request, consent, approval, communication either party
desires or is required to give the other party or any other person shall be in writing and either
served personally or sent by prepaid, first-class mail to the address set forth below. Either party
may change its address by notifying the other party of the change of address in writing. Notice
shall be deemed communicated forty-eight (48) hours from the time of mailing if mailed as provided
in this section.
To City:
CITY OF LA QUINTA
Attention: Tom Hartung
78-495 Calle Tampico
G:\Fire\PSAfirestationtesting.wpd
To Consultant:
Southland Geotechnical
Attention: Greg M. Chandra
79-607 Country Club Dr. #5
7
La Quinta, California 92253 Bermuda Dunes, California 92201
9.2 Integrated Agreement. This Agreement contains all of the agreements of the parties
and all previous understanding, negotiations and agreements are integrated into and superseded
by this Agreement.
9.3 Amendment. This Agreement may be amended at any time by the mutual consent of
the parties by an instrument in writing signed by both parties.
9.4 Severability. In the event that any one or more of the phrases, sentences, clauses,
paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by
a valid judgement or decree of a court of competent jurisdiction, such invalidity or unenforceability
shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this
Agreement which are hereby declared as severable and shall be interpreted to carry out the intent
of the parties hereunder.
9.5 Authority. The persons executing this Agreement on behalf of the parties hereto
warrant that they are duly authorized to execute this Agreement on behalf of said parties and that
by so executing this Agreement the parties hereto are formally bound to the provisions of this
Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement as of the dates stated
below.
CITY OF LA QUINTA a California municipal corporation
Thomas P. Genovese, City Manager Date
ATTEST:
0
Jun reek, City Clerk
APPROVED AS TO FORM:
Katherine Jenson, Cit Attorney
CONSULTANT: South a d Geotechnical
By: r �—
Name:
Title: W -A K—A?-j/O�L
Date: SLLt 10 3
G:\Fire\PSAfirestationtesting.wpd
6
Exhibit A
Scope of Services
City of La Quinta
Third Fire Station Testing and Inspection
Project No. 2001-14
Services and products to be rendered in performing all work associated with the project shall be in
accordance with the Southland Geotechnical Scope of Services attached and made a part of this
agreement.
0
Citv of A Ouinta = A&GI Proposal NO: PO 002T
SCOPE OF SERVICES
Task 1 — Preconstruction Meeting
Southland Geotechnical. Inc. project manager will attend the preconstruction conference
to review the project schedule and testineAnspection guidelines. We have budgeted for
one meeting at the site.
Task 2 — Earthwork and Trench Backfill Observation Testing
We will provide full time observation and compaction testing during the preparation of
the building footprint area. We will also perform part time observation and testing during
the preparation of pavement subgrades, placement of aggregate base, asphalt and
concrete pavements, and utility trench backfill operations outside the building footprint.
Compaction testing will generally be performed as required by the project specifications.
Our personnel will sample on-site and imported materials for transportation to our
laboratory for appropriate testing.
Tack 3 — Concrete Observation and Testing
We will provide an ICBO-certified inspector to observe and sample concrete during
placement. Our field services will include observation and verification of reinforcing
steel placement, monitoring of slump, temperature, mixing time and casting of concrete
cylinders for compression testing of structural concrete delivered to the site. We will
pick up and deliver concrete cylinders to our laboratory for the appropriate testing.
During concrete placement, we will also provide batch plant inspection.
Task 4 — MasonryNeneer Observation & Testing
We, will provide ICBO-certified inspector to monitor the placement of expansion bolt,
masonry/veneer units, including grout/mortar placement and sampling, preparation of
masonry prisms and verifying the reinforcing steel placement within the wall. We will
pick up and deliver the material samples to our laboratory for the appropriate testing.
Sampling and testing of the materials will be performed as stated in the structural notes
and code requirements.
Task 5 — Structural Steel and Welding Observation
We will provide ICBO-certified inspector to observe field welding operations during
structural steel erection and HS bolt installation. This will be done on both a continuous
and part-time basis and includes the observation of welder certifications. metal deck and
steel joist welding and compliance of structural steel construction to the project
requirements.
Southland Geotechnical, Inc.
Citv of La Ouinta AIL iGI Proposal No: PO 002T
4W 14W
Task 6 — Glued Laminated Structural Lumber and Roof Truss Observation and
Testing.
We will provide a ICBO approved inspector to observe a fabrication of glu-lams and
wood/bar joist trusses process in the factors- during the assembling process. Services ,gill
be conducted by our subcontractor. Forest Products Inspections, Inc.
Task 7 — Laboratory Testing
We anticipate that compliance testing of soils, masonry prisms. grout. mortar and
concrete will be required: the anticipated testing is summarized on our attached budget.
Task 8 — Technical Management & Reports
Our Project Manager will review the daily progress reports during construction. Items
found in non-compliance with the project requirements will be brought to the immediate
attention of the construction superintendent, designated design professionals, and your
designated responsible representative.
FEE
For budgetary purposes, we have provided cost estimate (in separate envelope) for the
services described above. The services described above will are performed on a time and
expense basis utilizing our standard fee schedule, which has been attached. Any
additional testing can be performed upon your written authorization at the time those
services are requested.
We have attempted to be realistic in developing our estimate for this project: please keep
in mind that our services are directly dependent upon the contractors schedule and
events which occur during the duration of the project which cannot always be predicted
in advance. Any change in the contractor's schedule will impact our budget. We will
attempt to coordinate our services with the contractor's site superintendent to efficiently
service the project. In the event that construction activities result in projected additional
fees beyond those described herein, we will contact you for additional written buow
increase, if necessary.
Southland Geotechnical, Inc.
11
Exhibit B
Schedule of Compensation
Payment shall be in full .at the rates listed in the Estimate Worksheet attached
herewith for the actual hours submitted in conformance with Section 2.2 of the
Agreement. Total compensation for all work under this contract shall not exceed
Twenty Six Thousand, Eight Hundred and Eighteen Dollars ($26,818) except as specified in
Section 1.6 - Additional Services of the Agreement.
12
ESTIMATE WORKSHEET
PROJECT: Fire Station - Project No: 2001-14
CLIENT: City of La Quints
LOCATION: 44-555 Adams Street, La Quints
FIELD
Hrs.
Rate
Total
Soil Technician - Grading
So" Technician - Compaction
40
(a
$ 63.OU $
.520.00
ICBOInspector:
60
g
$ 63.00 $
3.780.00
Concrete
Masonry
'32
@
$ 65.00 $
2.080.00
Expansion Bolt
160
16
`' (a
$ 65.00 $
10.400.00
Field Welding
16
r
@
$ 65.00 $
$
1,040.00
HS Bolt Installation
16
65.00 $
1.040.00
Glulam Fabrication
16
Ca-
65.00 $
1,040.00
Concrete Batch Plant
Q
$ 70.00 $
1.120.00
Sample Pick-up
24
@
$ 63.00 $
1,512.00
Coring
8
(a
$ 63.00 $
504.00
upervisor Ins /
S P Operation Manager
I
@
$ 500.00 $
500.00
24
n
$ 72.50 $
1.740.00
Subtotal: $
20,976.00
LABORATORY
Soil Compaction Curve
Aggregate Compaction Curve
3
a
$125.00 $
375.00
Siei,e Anah•sis
I
$155.00 $
155.00
Concrete Compression Test
4
r:
$ 70.00 $
280.00
GrouVMortar Compression Test
24
;a
$ 18.00
43.00
Masonry Prisms Compression Test
16
$ 20.00 $
320.00
Compression Test f
or Cored Specimen
62'
$110.00 $
660.00
Bond Test for grout/masonry interface
g
8
$ 50.00 $
400.00
Rebar Tensio.Bend Test
,a
$ 80.00 $
640.00
Mix Design Review
6
@
$110.00 $
660.00
2
(a�
$.185.00 $
370.00
Subtotal:
$
33,482.00
PROJECT MANAGEMENT _ REPORTS
Principal Engineer
Staff Engineer
4
$140.00 $
560.00
Technical Ty P�Adzninishative
8
24
r
$ 90.00 $
720.00
C
$ 45.00 $1.080.00
Subtotal:
$
2,360.00
TOTAL:
$
26.818.00
Southland Geotechnical, Inc.
Proposal No. P03002T
13
City of La Ouinta •SGI Proposal �o PO �OO�T
2003 Fee Schedule
Southland Geotechnical, Inc.
14
OUTuLANC
EOTEC�INI
FOUNDATION ENGEN==qs Atic M��==:a�c L.��
2003 PROFESSIONAL. FEE SCHEDULE
Southland Geotechnical, Inc. is a consulting firm which provides services in Soils and Materials
Engineering, Fault and Seismic Studies, and Construction Materials Testing. The firm's
objective has been providing engineering services for public utilities, public works infrastructure,
residential, commercial, and industrial projects in the Southern California areas.
OFFICES AND LABORATORIES
Phone Fax
El Centro, California (760) 370-3000 337-8900
Bermuda Dunes, California (760) 360-0665 360-0521
BASIS OF CHARGES
Listed herein are typical prices for services most frequently performed by Southland
Geotechnical. Prices for other services not listed will be given upon request, as well as special
quotations for projects involving volume or special provisions.
Invoices will be issued on a bi-monthly basis, or upon completion of a project, whichever is
sooner. Invoices are payable when received unless otherwise agreed. A late payment service
charge will be computed at the periodic rate of 1.5% per month, which is an annual percentage
rate of 18 % and will be applied to any. unpaid balance commencing 30 days after date of the
original invoice.
A two (2) hour minimum will be charged for all field testing and thereafter in 2 hour increments.
An overtime premium of 1.5 times the standard rate will be charged for all personnel service or
laboratory test periods in excess of eight hours per day or Saturday, and 2 times the standard rate
'for work in excess of 12 hours per week day, in excess of 8 hours on Saturdays and all day on
Sundays or holidays. A four (4) hour minimum will be charged for all special inspection
services. Per diem will be charged at a rate of $65 per day per person or expenses + 10%,
whichever is greater. Outside services will be charged at cost + 10% unless otherwise noted.
All samples of soil or rock will be destroyed 30 days after submission of final report unless prior
arrangements are made.
Our liability to Client for injury or damage to persons or property arising our work performed for
Client and for which legal liability may be found to rest upon us rather than for professional
errors and omissions, will be limited to our general liability insurance coverage, which we
maintain in limits of $2,000,000. For any damage on account of any error, omission, or other
negligence, our liability will be limited to a sum of not to exceed $50,000 or our fee less direct
third -party costs, whichever is greater, unless specifically negotiated otherwise.
780 NORTH FOURTH STREET • EL CENTRO, CALIFORNIA 92243 • (760) 370-3000 FAX (760) 337-8900
79-607 COUNTRY CLUB DRIVE, SUITE 5 - BERMUDA DUNES. CALIFORNIA 92201 • (760) 360-0665 • FAX (760) 360-0521
5725 KEARNY VILLA ROAD, SUITE L • SAN DIEGO, CALIFORNIA 92123 - (858) 467-4900 - FAX (858) 467-4909
1
10 Southland Geotechnim Inc.
2003 Standard Fee Schedule
PROFESSIONAL RATES
(HOURLY)
PrincipalEngineer.........................................................$140.00
Senior Engineer.............................................................$125.00
$170.00/Hr.
StaffEngineer.................................................................
S90.00
Assistant Engineer...........................................................$80.00
$210.00/Hr.
Operations Manager ........................................................$72.50
$160.00/day
SeniorGeologist............................................................
S125.00
Project Geologist...........................................................$105.00
Resistivity, Piezocone Testing ......................................
StaffGeologist................................................................$90.00
Seismic Piezocone Testing ..........................................
* $30.00 will be added for all investigative work
with legal
(court) cases.
Grouting........................................................................
* $100.00 will be added for all depositions
and court
appearances with a 4 -hr. minimum charge
Strata Probe (Environmental Sampling) .............
TECII ICAL RATES (*)
Senior Geotechnical Technician......................................$60.00
Testing Technician (Soils) With Nuclear Gauge.............$65.00
Testing Technician (Concrete/Masonry/Soils/Asphalt) ..$55.00
Special Inspector (Masonry, Steel, Welding & Bolt) ...... $65.00
Laboratory Personnel ......................................................$55.00
TechnicalTypist..............................................................$45.00
Drafting........................................................................... $60.00
Copies of Reports (Min)..................................................S30.00
Blueprints.....................................................................: $2.25ea.
EQUIPMENT/MATERL4,L CHARGES
2 & 4WD Vehicle .................................................... S0.50/Mile
Truck Mounted Drilling (Flight Auger) .................
$170.00/Hr.
Truck Mounted Drilling (Prevailing Wage and
Sieve Analysis, Fine Including Wash .........................
Environmental).......................................................
$210.00/Hr.
Per Diem Drillers ...................................................
$160.00/day
Cone Penetrometer Travel Time ............................ $235.00/1-1r.
Piezocone and Stratigraphic Plots .................................
$9.20/ft
Resistivity, Piezocone Testing ......................................
S9.30/ft
Seismic Piezocone Testing ..........................................
$19.20/ft
Per Diem (CPT) .....................................................
$230.00/day
Grouting........................................................................
$3.40/ft
Mobile Laboratory (On site Analysis) ................
$2,100.00/day
Strata Probe (Environmental Sampling) .............
$2,500.00/day
Dozers, Backhoe, Portable Auger, etc .....................
SCost+10%
Ring Sampler Liners (6" length) Use Charge .............
$2.00 ea.
2" diameter slotted PVC Piezometer
$45.0(
(w/filter sock & gravel pack) ......................................
$7.10/ft
8" diameter cast-iron Piezometer cover
16
(set in concrete).......................................................
$88.00 ea.
(*) A $10.00 per hour premium shall be added for all
prevailing wage work (Field Services Only).
MATERIALS TESTING EQUIPMENT -FIELD
(DAILY RATES)
Swiss Hammer (Concrete) ................................................ $50.0.
Masonry Mortar Penetrometer .......................................... S50.0
Vibrating Probe (Concrete) .............................................. $60.0k
Generator.......................................................................... $47.5k
Coring Machine................................................................ $47.5k
Diamond Bit Core Barrel .................................................. $40.0,
Rebar Locator (R -Meter) .................................................. $50.0.
CORING CHARGES (Alin. Charge-2/Trip)
2" Diameter.............................................................. S 100.00 e:
3" Diameter.............................................................. $110.00 e.
4" Diameter.............................................................. $125.00 e:
6" Diameter.............................................................. $13 5.00 e:
Horizontal (Walls) .................................................... $155.00 e;
COMPACTION CUR«S
Standard 4" Mold, Method A ................................... $115.00 e
Standard 6" Mold, Method B,C,D ............................ $150.00 e
Modified 4" Mold, Method A ................................... $125.00 e
Modified 6" Mold, Method B,C,D ........................... $155.00 e
Relative Density....................................................... $290.00 e
Relative Compaction ................................................ $165.00 e
SOIL & AGGREGATE STABILITY
R -Value, Untreated Material or Field Sample .......... $200.00 c
CBR 100% Compaction ........................................... S275.00(
Soil Cement, CTB, Mix Design ................................ $650.00
CTB Compression Test .............................................. $50.00
Lime Treated Compression Test
(Includes Preparation)................................................... $420
BASIC SOIL & AGGREGATE PROPERTIES
Sieve Analysis, Coarse & Fine Including Wash.........
$70.00
Sieve Analysis, Coarse ...............................................
$55.00
Sieve Analysis, Fine Including Wash .........................
$50.00
Sieve Analysis, Wash (% Finer than No. 200 Sieve) . $45.00
Specific Gravity/Absorption.......................................
$85.00
Sand Equivalent -Average of 3 ....................................
$60.00
Plasticity Index...........................................................
$85.00
Expansion Index .......................................................
$100.00
Moisture Determination and Unit Weight ..................$25.0(
Moisture Determination Only ..................................... $20.0(
Permeability Test (Undisturbed Samples) ................
$320.0(
Permeability Test (Remolded Samples) ...................
$350.0(
Resistively of Soil (CAL 643) ....................................
$75.0(
PH Test (Lab Measurement) .......................................
$30.0(
Hydrometer (Without Specific Gravity) ...................
$105.0(
Sulfates.......................................................................
$45.0(
Chlorides.....................................................................
$45.0'
16
10 Southland Geotechnici , Inc.
2003 Standard Fee Schedule
SHEAR STRENGTH & CONSOLIDATIN TEST
Unconfined Compression..............................................S60.00 ea.
Direct Shear (3pt. Staged Test)....................................S200.00 ea.
Consolidation, Per load Increment w/ Time Rate....... S63.00 load
Consolidation.............................................................S150.00 test
AGGREGATE QUALITY
Organic Impurities.........................................................$45.00 ea.
Absorption, Coarse Aggregate ......................................$60.00
ea.
Absorption, Fine Aggregate ..........................................$75.00
ea.
Unit Weight (Average of 3) ...........................................$50.00
ea.
Los Angeles Rattler Test -500 Revs .............................S
170.00 ea.
Los Angeles Rattler Test -1000 Revs...........................$200.00
ea.
Sulfate Soundness (5 cycles).........................................$90.00
ea.
Mortar Making Properties of Sand..............................S345.00
ea.
Potential Reactivity Test .............................................$325.00
ea.
Cleanness Test (Referee Test).....................................$155.00
ea.
Crushed Particles on Sieved Sample ...........................$150.00
ea.
Flat & Elongated Particles on Sieved Sample .............$110.00
ea.
Clay Lumps and Friable Particles................................$100.00
ea.
Lightweight Pieces in Aggregate.................................$220.00
ea.
Durability Index -Coarse or Fine..................................$150.00
ea.
MASONRY
Compression Test, Grout Prisms...................................S20.00 ea.
Compression Test, Mortar Cube/Cylinder .....................S20.00 ea.
Compression Test, Masonry Units ................................565.00 ea.
Compression Test, Solid Grouted Masonry Prisms ..... S 110.00 ea.
Absorption and Received Moisture, Masonry Units .....$58.00 ea.
(Unit weight, masonry unit 3 required) .........................$40.00 ea.
Grout or Mortar Specimen, Handled & Cured But Not
Tested..................................................................$15.00 ea.
Bond Test (Shear) for grout/masonry interface.............S80.00 ea.
CONCRETE
Concrete Mix Design or Review
S 110.00 ea.
(Not Including Lab Test)...........................................$185.00
ea.
Laboratory Trial Batch, Incl. Compression
Testing of 6 Specimens .............................................$325.00
ea.
Compression Test, Concrete Cylinder ...........................S
18.00 ea.
Concrete Cylinder Handled and Cured
Marshall Stability & Flow Set of 4
ButNot Tested............................................................S
14.00 ea.
Unit Weight of Concrete Cylinders...............................$29.50
ea.
Flexural Strength, Concrete Beam................................S55.00
ea.
Compression Test, Gunite .............................................$37.00
ea.
Compression Test on Cored Specimens ........................$50.00
ea.
CylinderMolds................................................................$2.75
Drying Shrinkage Test, Set of 3 ..................................$325.00
ea.
ea.
Modulus of Elasticity of 6"x12" Concrete Cylinder
...$160.00 ea.
Splitting Tensile Strength..............................................$53.00
ea.
Chloride Ion Determination (Water Soluble) ..............$210.00
ea.
ASPHALT
Extraction, % Bitumen .............................................
S 110.00 ea.
Extraction%Graduation..............................................
S 1 X0.00 ea
Complete Design of Wearing Surface for a Given
Asphalt,'Aggregate, Hveem or Marshall Method......... S3,000.00
Marshall Stability & Flow Set of 3
(without mixing)......................................................5290.00
se;
Marshall Stability & Flow Set of 4
(Lab Mix).................................................................S380.00
se;
Unit Weight of Asphalt Core or Compacted Sample..
538.00 ea
Maximum Density of Mix by Marshall Method Set
3
(Without Mixing).....................................................S
150.00 se:
Maximum Theoretical Specific Gravity
(Rice Method)...............................................:.........
S120.00 ea
Index of Retained Strength .......................................
$600.00 ea
Tensile Stress Ratio ..................................................
S500.00 ea
Stripping ............................................... :...................
$110.00 ea
METALS
Tensile, Up to',:" (Not Including Machining Cost) ... $60.00 ez
Grater than'/.............................................................. $70.00 e;
Bend............................................................................ $40.00 e:
IvVELDING QUALIFICATIONS - STRUCTURAL
STEEL (PHYSICAL TEST METHOD - ASTM, AVS
API, RISC)
• Visual Inspection ....................................................... $65.00 1
•
Magnetic Particle.R.Jltrasonic Testing ........................$75.00 1
Operator Performance & Procedure Tests ....................$75.001
Machining & Material Costs ..................................... $55.00 m:
Qualification Tests on Machined Coupons ................. $85.00 e
When prevailing Wage rates apply, an additional $10.00
per hour premium will be charged
17
0
Exhibit C
Schedule of Performance
Consultant shall complete all services in a timely manner and in accordance with the
approved construction schedule provided by the Contractor. Consultant will have the
opportunity to review the schedule when completed, and adjust the scope and budget
but only if approved by the City. The general time frame for the Project is February
2003 through November 2003.
18
Exhibit D
Special Requirements
None.
05
IE
OUTULgND
EOTECNNICgL= FOUNDATION ENGINEERS AND MATERIALS LABS
May 12, 2003
Mr.Tom Hartung
City of La Quinta
Building & Safety Department
78-495 Calle Tampico
La Quinta, CA 92253
Subject: Special Inspection Report — Structural Concrete
Fire Station No.: 93
La Quinta, California
SGI Project No.: P03010
Dear Mr. Hartung:
Attached are special inspection reports for the period of April 28 and May 1, 2003 for
the subject project. The special inspection was performed by our Inspectors, Anthony
Calarossi (ICBO 1062736-49) and Kenneth Baker (ICBG 5048128-49).
The inspection have been made in conformance to Uniform Building Code standards.
Thank you for the opportunity to provide inspection services. Please do not hesitate to
call if you have any questions or require additional information.
Sincere' Yours,
South n Geo chnical, Inc.
Greg Cha 'dr E.
Princ'pal E ineer
Encl: Inspector's Daily Reports
cc: David Evans and Associates — Mr. Ruben E. Ramirez
780 NORTH FOURTH STREET - EL CENTRO, CALIFORNIA 92243 - (760) 370-3000 • FAX (760) 337-8900
79-607 COUNTRY CLUB DRIVE, SUITE 5 - BERMUDA DUNES, CALIFORNIA 92201 - (760) 360-0665 - FAX (760) 360-0521
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REGISTERED INSPECTOR'S DAILY REPORT
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