HomeMy WebLinkAbout2656 Gateway Rd; ; CBCA2017-0014; PermitPermit
Print Date: 06/07/2019
Job Address: 2656 Gateway Rd
Permit Type: BLDG•Associated Permit Commerci Work Class:
Parcel No: 2132622100 Lot#:
Valuation: $295,850.00 Reference#:
Occupancy Group: Construction Type:
# Dwelling Units: Bathrooms:
Bedrooms: Orig. Plan Check #:
Plan Check#:
Project Title: UPTOWN BRESSI RANCH
Description: UPTOWN BRESSI: BUILDING D -5,000 SF RETAIL SHELL
Applicant:
SMITH CONSULTING ARCHITECTS
NORMAN BARRETT
13280 Evening Creek Dr S
San Diego, CA 92128-4101
858-793-4777
BUILDING PERMIT FEE ($200o+)
BUILDING PLAN CHECK FEE (BLDG)
BUILDING PLAN CHECK FEE (BLDG)
Owner:
BRESSI RETAIL LLC
130 Yantis Dr, 200
Aliso Viejo, CA 92656-2691
BSB-526-6655
COMMUNITY FACILITIES DISTRICT (CFD) FEE-NON-RES
ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
LOCAL FACILITIES MANAGEMENTZONE (LFMZ) -ZONE 17
MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL
PUBLIC FACILITIES FEES-inside CFD
REFUND
SB1473 GREEN BUILDING STATE STANDARDS FEE
SDCWA SYSTEM CAPACITY CHARGE 1-1/2" Displacement
SEWER BENEFIT AREA FEES -H
SEWER CONNECTION FEE (General Capacity all areas)
SWPPP INSPECTION FEE TIER 1-Medium BLDG
SW PPP PLAN REVIEW FEE Tl ER 1-MEDIUM
TRAFFIC IMPACT Commercial-Industrial w/in CFD
WATER METER FEE 1-1/2" Displacement
WATER SERVICE CONNECTION FEE 1-1/2" DISPLACEMENT-P
WATER TREATMENT CAPACITY CHRG 1-1/2" Displacement
Total Fees: $88,783.75 Total Payments To Date:
New
4
DEV12023
VB
PC2017•0015
$88,783.75
Status:
Applied:
Issued:
Permit
Finaled:
Inspector:
Final
Inspection:
Balance Due:
{city of
Carlsbad
Permit No: CBCA2017-0014
Closed -Finaled
11/06/2017
04/i9/2018
AKrog
6/7/2019 12:0S:40PM
so.oo
$1,321.80
$925.26
$125.26
$0.00
$89.00
$170.00
$2,000.00
$55.00
$5,384.47
$0.00
$12.00
$15,297.00
$2,913.44
$2,596.52
$238.00
$56.00
$38,850.00
$606.00
$17,721.00
$423.00
1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
PERMIT INSPECTION HISTORY REPORT (CBCA2017-0014)
Permit Type:
Work Class:
Status:
Scheduled
Date
BLDG-Associated Permit Commercial Application Date: 11/06/2017 Owner:
New Issue Date: 04/19/2018 Subdivision:
Closed -Finaled Expiration Date: 06/17/2019 Address:
IVR Number: 7492
Actual
Start Date Inspection Type Inspection No. Inspection Status Primary Inspector
12/18/2018 12/18/2018 BLDG-34 Rough
Electrical
079148-2018 Partial Pass Andy Krogh
06/07/2019 06/07/2019
June 07, 2019
BLDG-Final
Inspection
Checklist Item
BLDG-Building Deficiency
BLDG-Building Deficiency
094096-2019
Checklist Item
BLDG-Building Deficiency
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Electrical Final
BLDG-Fire Final 080886-2019
Checklist Item
FIRE-Building Final
COMMENTS
As noted on plans
Final pending t-24 and recheck of exterior
gfcis
Passed Andy Krogh
COMMENTS
Scheduled Cindy Wong
COMMENTS
BRESSI RETAIL LLC
2656 Gateway Rd
Carlsbad, CA 92009
Re inspection
Reinspection
Passed
Yes
No
Passed
Yes
Yes
Yes
Yes
Yes
Passed
No
Complete
Incomplete
Complete
Incomplete
Page 2 of 2
PERMIT INSPECTION HISTORY REPORT (CBCA2017-0014)
Permit Type: BLDG-Associated Permit Commercial Application Date: 11/06/2017 Owner: BRESSI RETAIL LLC
Work Class: New Issue Date: 04/19/2018 Subdivision:
Status: Closed -Finaled Expiration Date: 06/17/2019 Address: 2656 Gateway Rd
Cartsbad, CA 92009
IVR Number: 7492
Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Relnspection Complete
Date Start Date
04/23/2018 04(2312018 BLDG-12 Steel/Bond 056706-2018 Failed Andy Krogh Reinspection Complete
Beam
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Not ready No
04/2412018 04/24/2018 BLDG-11 066889-2018 Paased Andy Krogh Complete
Foundatlon/Ftg/Pier
s (Rebar)
06/17/2018 05117/2018 BLDG-16 068329-2018 Partial Pass Andy Krogh Reinspectlon Incomplete
Roof/ReRoof (Patio)
Checklist Item COMMENTS Passed
BLOG-Building Deficiency Perimeter nailing ok to set parapet walls Yes
06/24/2018 06/24/2018 BLDG-34 Rough 058971-2018 Partial Pass Andy Krogh Reinspectlon Incomplete
Electrical
Checklist Item COMMENTS Passed
BLDG-Building Deficiency As noted on plans Yes
06/13/2018 06/13/2018 BLDG-16 061064-2018 Passed Andy Krogh Complete
Roof/ReRoof (Patio)
07/02/2018 07/02/2018 BLDG-17 Interior 052836-2018 Partlal Pass Andy Krogh Reinapectlon Incomplete
Lath/Drywall
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Single sided at electrical and fire riser Yes
rooms
BLDG-24 062837-2018 Passed Andy Krogh Complete
Rough!Topout
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Roof drains Yes
09/06/2018 09/05/2018 BLDG-18 Exterior 069225-2018 Passed Andy Krogh Complete
Lath/Drywall
10/18/2018 10/18/2018 BLDG-Electric Meter 073667-2018 Passed Andy Krogh Complete
Release
12/10/2018 12/10/2018 BLDG-43 Air 078312-2018 Partial Pass Andy Krogh Reinspection Incomplete
Cond./Fumace Set
Checklist Item COMMENTS Passed
BLDG-Building Deficiency No
12/13/2018 12/13/2018 BLDG-23 078723-2018 Failed Andy Krogh Reinspectlon Complete
Gas/Test/Repairs
Checklist ltem COMMENTS Passed
BLDG-Building Deficiency No
June 07, 2019 Page 1 of2
(
8
\<~ ~ Ctry o,
CARLSBAD
Boild;ng D~bion INSPECTION RECORD ~ IIIISp£cn
Pt.A ON l?Ecorm CAilo WfTH APPl?OVEo Ills MUST BE KEPT ON THE JOB
.. ""•• ... ORE --•o• NEXT Won• DAY IN<P<cnoN
El Fon BUJLOrNG INSPECTION CALL: 760-602-2725
.~R GO TO: ~-Carlsbadca.gov/Sulldlng AND CLICK ON Request Inspection~
CBCA2017-0014
2656 GA TEWA y RD
UPTOWN BRESSI: BUILDING D-5.000 SF RETAIL SHELL
DE,t3 2132622100
DATE: L\-19 -1i PC2017-0015 111612017
CBCA2017-0014
If ··Yes .. "' ''"''" .. ,_ "" ., •• ,,,., ,,.,,,,, "' .. ,,,,,, '"" ,. '"'"'""'. ""' .,,., •• '"'""''"· If ,., , ..... , """'"'
Ploas, ••II "• '""°'"• Oi•l•o,s al "• "••• .,mbo~ '"'"" b.Oow. Afto, all ••o,o,oo '""'"' "• slgooo •II-'" •• 76D-6D2-8560. •ma// to Mtt1,,.~010,_.,J>ea"s>1ao,.,,.,, "'"•• lo• CO'Y •< 1'/s ,.,, •• 1635 •••a0,, '"·· Ca,/,
STORM WATER PRECON MEETING REOUIRED 760-602-272S Allow 24 hours
IF MARKED -YES", APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING Fire Prevention
Planning/Landscape
0 GROUT O WALL DRAINS
TILT PANELS
COLUMN FOOTINGS
SUBFRAME O FLOOR O CEILING
ROOF SHEATHING
EXT. SHEAR PANELS
INSULATION
EXTERIOR LATH
,._ 760-602-4660
Allow 48 hours
760-944-8463 Allow 48 hours
760-438-389!
UNDERGROUND (11,12.21,31)
DR\'WAU,EXrLATH, GAS TES (17,18,23)
#83 ROOFSHEATING, EXrSHEAR(13,15)
Date
Date
copy Of CARD
REOVIRED
Ins
#25 WATER HEATER
#28 SOLAR WATER
BLDG-FINAL
A/S UNDERGROUND HYDRO
A/S UNDERGROUND FLUSH
A/S OVERHEAD VISUAL coo•" POOLS
#51
#52
#53
#54
#55
POOL EXCAV / STEEL
PLUMBING
ELEC /CONDUIT/WIRING
EQUIP01ENTIAL BOND
PREPlASTER/ FEIICE/ AWMS
#57 GUNfTt
BLDG-FINAL
REV9/!7
Date Ins , A/S OVERHEAD HYDROSTATIC
A/SFINAL
F/AROUGH·IN
F/AFINAL
FIXED EXTINGUISHING SYSTEM ROUGH-IN
FIXED EXTING SYSTEM HYDROSTATIC TEST
FIXED EXTINGUISHING SYSTEM FINAL
MEDICAL GAS PRESSURE TEST
MEDICAL GAS FINAL
SEE BACK FOR SPECIAi. NOTES
SEE BACK FOR SPECIAi. NOTl:S
i,idMOORE TWINING
Date: 04/24/2018 FIELD DAILY INSPECTION REPORT
Client Name: Shea Properties
Project Name: Bressi Ranch Retail
Project Address: 2656 Gateway Road, Carlsbad,
Permit No: CBCA2017-0014
Plan Date: 05/19/2017
MTA Project No.: 056624.01
Store No.: Building D
CA 92009
Building Code: 2016 CBC
Specification Date: 05/19/2017
Page 1 of 3
General Contractor: CSI Construction Subcontractor: Dicarlo Concrete Inc.
Inspector: Osama Daoud
Certification Number: ICC # 5098536 Exp. Date: 04/14/2020
D Building Pad D Utilities D Pavement Sub-grade □ Pavement Base D Pavement AC □ PCC Pavements □ Off-Site Improvements
D Sidewalks D Curb & Gutter I Foundations I Slab-On-Grade □ Columns □ Beams □ Walls □ Trusses □ Deck □ Suspended Floors
□ Roof □ Rack and Shelving □ Light Gauge Interior Walls/Framing □ Pre-Cast Concrete □ Other
D Sampling D Earthwork Observation & In-Place Density Testing I Reinforcing Steel Inspection □ Concrete Sampling □ Concrete
Placement Inspection (including saw-cut depth, CO monitoring, curing, etc.)□ Batch Plant Inspection □ Moisture Vapor Emission
Testing □ Floor Slab Relative Humidity Testing □ Slip-Resistance Testing D Floor Flatness Testing □ Gloss Measurements
D Joint Sealer Inspection D Anchor Bolt/ Epoxy Inspection D Field Welding Inspection □ Shop Welding Inspection □ NDT
D HS BoltTesting D Spray Fire Proofing Inspection and Testing D Masonry Inspection D Paint Thickness Testing □ Roof Inspection
D Coring D Sample Pickup □ Other
Inspection Dale: 04/24/2018
I Initial Inspection D Re-Inspection
Weather: Clear
Samples Taken D Yes I Na Time Samples Taken:
□ Out-al-Scope Inspection or Testing
Inspected rebar placement for the Building foundation and Slab-On-Grade at the area between A to
Band from 1 to 2, the rebar installed for the wall footings around according to details 9NS-701 &
1/S-701 & 14/S-701 & 2/S-701 & 15/S-701 Footing schedule & 10/S-701 Column schedule &
3/S-701 & 4/S-701 & 8/S-701 in the approved plan and also the rebar installed for Slab-On-Grade
WI# 4@ 18" O.C.E.W. according to the information on sheet# S-O-1.0 in the approved plan for
Retail Building D.
Report Continued □ Yes I No
Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and
specifications: Ii Yes □ No (If no, inspector shall complete and attach a Discrepancy Report).
MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwining.com
Inspector's Signature c::??a~ahs« s _/ Date: 04/24/2018
Supervisor's Signature Date:
We do not undertake the guarantee of construdion nor do we relieve the contractor of his primary responsibility to complete the project in
accordance with the plans and specifications. Our firm is not responsible for construction safety. Our services were performed in accordance
with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied.
IJ"fMOORE TWINING -
Page 2 of 3 --'----REINFORCING STEEL AND CONCRETE REPORT
Date: 04/24/2018 ----------
Project Name: Bressi Ranch Retail MT A Project No.: D56624.01 -------------
Store No.: Building D Inspector (Print): Osama Daoud
Project Address: 2656 Gateway Road, Certification No.: ICC # 5098536
City, State: Carlsbad, CA 92009 Weather: Clear
Client Name: Shea Properties General Contractor: CSI Construction --------------Approved Project Plans Dated: _0_51_1_9/_2_01_7 ____ _ Specifications Dated: 05/19/2017
Reference Section: -------------Code/Acceptance Standards: 2016CBC
Bui Id in g Permit/ DSA No· CBCA2017-0014 ..
IZJ REINFORCING STEEL
IZ)Footing □Sidewalk/ Curb
□Tilt-up Wall Panels □Elevated Deck
□Other:
□Form Work Dvapor Barrier
□sub Grade □Anchors
Duffer Ground Dother
Grid Line/ Location:
The Buildina foundation and Slab-On-Grade at
the area between A to B and from 1 to 2 for
Retail Building D.
□CONCRETE PLACEMENT 0 CONCRETE SAMPLING ONLY
□Foundation 0 Sidewalk / Curb
□Tilt-up Wall Panels D Elevated Deck
□Other:
Supplier: Concrete Mix Design No.:
Required Strength:
Yards Placed: Method Placed:
Consolidated By:
Other:
□Please see attached Concrete Sampling Data Report
Discre ancies Issued: p @No
C??tl> >,ha.-, _/
Inspector Signature
CORPORATE
2527 Fresno street
Fresro, CA 93721-1804
(~9) 268-7021
Fax 268-7126
U Yes If es, see attached Discrepanc Re rt ( y y po )
COROW.
500 Harr1ngton Street, Ste. It
Ccrona, CA 92879
(951) 898-8932
Fax B98-8974
MONTEREY
501 orttz Avenue
Sand City, CA 9:3955
(831) 392-1056
Fa< 392-1059
IZI Slab on grade
□shear Walls
IZl Reinforcing Steel
0PIT Tendons
□slab on grade
04/24/2018
Date
SACRAMENTO
5675 Powertnn Roaa, Suite C
Sacramerto, CA 95824
(916) 381-9477
Fa< 381-9478
Project Name:
Sample Sample
No. Type
Inspector Signature
/iidMOORE TWINING
Page~of_3 __
Date: 04/24/2018 Bressi Ranch Retail MTA Project No.: D56624.01
CONCRETE SAMPLING DATA REPORT
Truck# Ticket#
✓
CORPORATE
2527 Fresno Street Ffesro, CA 93721-1004
(559) 268-7021
Fax 268-7126
Batch Time Ambient Truck Time Em~-Temp
Osama Daoud
Inspector Print
CORONA
500 Han1ngton Street, Ste.11
Corona, CA 92879 (951)898-8932
Fax 898-0974
Concrete Slump Temp
MONTEREY
501 Ortiz Avenue
Sana c~. CA 93955
(831) 392'-1056
fet(392·11l59
Water
Added
Onelte
Untt Air Sample Location Weight Content
04/24/2018
Date
SACRAMENTO
15675 Powertnn Road, Suite c
sacramerto, CA 95824 (916)381-9477
Fat 381-9478
~GEOCON FIELD REPORT PAGE -~1 __ OF -~1 __
DAY OF WEEK _____ _
DATE 04-14-18
D GRADING TRENCH BACKFILL ET PT OTHERWB REPORT NO. 14
PROJECT NAME PROJECT NO.
UPTOWN BRESSI RANCH G2108-32-05
CLIENT PHONE PROJECT MANAGER I I FIELD TECHNICIAN/AUTHOR
SHEA HOMES T.MYERS R.NOWAK
CONTRACTOR PHONE PROJECT BRIEFING LJ YES DATE ROBINSON/ CATT/ GMI BY 181 PREVIOUSLY BRIEFED
CONTRACTOR'S SUPERINTENDENT/FOREMAN PLANS AND SPECIFICATIONS 181 UNCHANGED
BRIAN / MARK/ MARCUS TITLE
EQUIPMENT WORKING ANO TYPE OF COMPACTOR BY
-3x BACKHOES
-4xWACKERS APPROVAL DATE REV, DATE
-3x WATER TRUCKS WEATHER SUNNY
SOURCE OF FILL ., ..
FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FOLLOW-UP FIELD REPORT? ONo 181 YES
UST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT: J\.I I A
UST REPORT NUMBERS STILL REQUIRING FOLLOW-UP: M/ A
Nhflt.T IN PARTICULAR SHOULD BE OBSERVED, CHECKED, OR TESTED DURING W!VISIT?
WAS A MEMO ISSUED TODAY? 181 NO DYES MEMO NO.
CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DI0 ANO ll!lUlQI OBSERVE. DOCUMENT CONVERSATIONS, OBSERVATIONS, OR
OCCURRENCES, DEEMED SIGNIFICANT TO THE PROGRESS OF WORK, BE SPECIF JC AS TO WHO, WHAT, WHEN, AND WHERE.
, Arrived on job site AM as requested by client to observe and test backfill operations at UPTOWN BRESSI location for
~lectrical trenches, plumbing trenches at buildings "C" , "D" , "E" and wall backfill for west side of SPROUTS building
, Upon my arrival contractors already have started backfill operations.
, Contractors utilized backhoe and water trucks to moisturize, mix stockpiles of spoils and place into the trenches and wall
backfill.
Compaction effort was made by backhoes with compaction wheel and wackers were used to compact around ET ,PT risers
~nd wall backfill.
, Due to multiple backfill operations all of the backfill operations were observed partially.
Contractors completed ET and PT at buildings "C" , "D", and "E except as following:
, lateral drain pipes on west sidse of buildings "E" and "D"
, bundled electrical risers on north side of building "E" , south side of building "D" and "E".
, Contractor completed -75% of backfill at west side of SPROUTS building
Derek (CSI) informed me that at his request contractor placed temporary fill at loading dock screen wall at north side of
SPROUTS building -3'-4' fill and -3'-4' out of front of the wall.
, Derek stated that temporary fill will be removed some time next week, fill will be placed in small lifts and compacted to
•equired standards.
All density tests performed today indicated >90% of compaction with adequate moisture content.
, Randomly probed areas indicated to be firm and unyielding.
FIELD TECHNICIAN (PRINT) I DATE I HOURS I 0 T UST ON-SITE VISITORS
RNOWAK 04-14-18 11
NUMBER OF DENSITY TESTS TAKEN CLIENT REPRESENTATIVE
(WB / 2ET / 4PT SIGNATURE X
OTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those
)erations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet
intractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction.
eGEOCON FIELD REPORT PAGE _ __,1 __ OF -~1 __
DAY OF WEEK. _____ _
DATE 04-21-18
D GRADING 181 TRENCH BACKFILL PT ET '
□OTHER Bldg permit# CBC-2017-0430 REPORT NO 15
PROJECT NAME PROJECT NO.
UPTOWN BRESSI RANCH Sprouta 416-2634 Gat•way road G2108-32-05
CLIENT PHONE PROJECT MANAGER FIELD TECHNICIAN/AUTHOR
SHEA HOMES T.MYERS R.NOWAK
CONTRACTOR PHONE PROJECT BRIEFING U YES DATE CA TT PLUMBING BY ~ PREVIOUSLY BRIEFED
CONTRACTOR'S SUPEAINTENOENTn::OREMAN Pt.ANS ANO SPECIFICATIONS 181 UNCHANGED
MARK TITLE
EQUIPMENT WORKING ANO TYPE OF COMPACTOR BY
-BACKHOE APPROVAL DATE REV. DATE -WATER TRUCK
WEATHER SUNNY -WACKER SOURCE OF Fill''"-' Ii.."! ra;;
FOLLOW-UP INVENTORY 010 YOU REVIEW PREVIOUS FOllOW•UP FIELD REPORT? ONO 181 YES
LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT: Ml A
LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP: Ml b.
N,¥4 TIN PARTICULAR SHOULD BE OBSERVED. CHECKED, OR TESTED DURING tlW VISIT?
WAS A MEMO ISSUED TODAY? 15a NO nYES MEMO NO.
CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND Wl.l!QI OBSERVE DOCUMENT CONVERSATIONS, OBSERVATIONS, OR
OCCURRENCES. DEEMED SIGNIFICANT TO THE PROGRESS OF WORK. BE SPECIFIC AS TO WHO. 'M-IAT, WHEN, ANO WHERE.
" Arrived on Job site AM as requested by client to observe and test backfill operations at UPTOWN BRESSI location for
~lectrical and plumbing tranches located inside of SPROUTS building on west side .
• Upon my arrival contractors wasn't ready to backfilling yet. On stand by 7:30 -11 :30
-Due to plumbing pipe inspection water was released Into the trench on isolated area -1 O' -20' at north west comer inside
SPROUTS building. Contractor removed water prior the backfill.
• Contractor utilized backhoe and water trucks to moisturize, mix stockpiles of spoils and place into the trenches .
• Compaction effort was perfonned by wacker.
"Due to multiple backfill operations this operation was observed partially .
• Contractors completed -40%-50% of backfill.
1 density tests perfonned today indicated >90% of compaction with adequate moisture content.
Randomly probed areas indicated to be firm and unyielding.
FIELD TECHNICIAN (PRINT) I DATE I HOURS I 0. T LIST ON-SITE VISITORS
RNOWAK 04-21-18 5.0
NUMB!;R Of DENSITY TESTS TAKEN CLIENT REPRESENTATIVE
I PT SIGNATURE X
IQT/CE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those
:,erations, and report those opinions to the cfient. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet
mtractual requirements The contractor retains sole responsibility for site safety and the methods and sequences of construction
~
'
~GEOCON
I
1 Vft u... p /\d>< r-) i.,.I-
FIELD REPORif PAGE / OF ~/ __
DAYOFWEEK ]'S1""1>DA'-f'
DATE 1../-/ 9' i S'
0 GRADING 'G5[TRENCH BACKFILL i,vl! if"T 0 OTHER REPORT NO. /fl ,-
'!l:OJECT NAME PROJECT NO .. i/f' TOvv.V ,Jt/1:...,. ,; i(.l>tVCJ./ t-~"1. c~ ;;1.:?.-'J:J.-if)~
CUEN:" PHONE PROJECT MANAGER FIELD TECHNICIAN1AUTHOR
<;;11ct1 f{v IJ 16' T ,,., 1:" cit. s "Tt,u At/,. '-1 r' .5
CONTRACTOR PHONE PROJECT BRIEFING 0 YES
,:SM°1. DATE
BY dffiEVIOUSLY BRIEFED
CONTRACTOR'S SUPERINTENDENT/FOREMAN PLANS AND SPECIFICATIONS ~CHANGED
TITLE
EQUIPMENT WORKING ANO TYPE OF COMPACTOR BY
:s·i,,:,u• ,l..1.1r,i;,z.
f(,_,> Hvs,;;-APPROVAL DATE REV. DATE
~~I.:. .......... l(' .L.. WEATHER II") L(t(n~ -l> J,l(,q, #1N -"> t~~~{
(¼D, C 'J,,r SOURCE OF FILL {)IV >' I ft
FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FLLLOW•UP FIELD REPORT? ONO ,,x,ls /7f / UST REPORT NUMBERS WHERE FOLLOW•UP WAS SATISFIED BY THIS REPORT:
UST REPORT NUMBERS STILL REQUIRING FOLLOW-UP·
, { r.)
WHAT IN PARTICULAR SHOULD BE OBSERVED. CHECKED. OR TESTED DURING~ VISIT?
,
WAS A MEMO ISSUED TODAY? y)o CYES MEMO NO.
CONTRACTOR/FIE~~ TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND= OBSERVE. DOCUMENT CONVERSATIONS OBSERVATIONS, OR
OCCURRENCES. DEEMED SIGNI ICANTTO THE PROGRESS OF WORK, BE SPECIFIC AS TO WHO, WHAT. WHEN.AND WHERE
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NUMBER OF DENSITY TESTS TAKEN ' CLIENT REPRESENTATIVE 2.Wf:;. SIGNATURE X
NOTICE: The professional engineer is represented on site soleley to observe operations of the contractor identified, form opinions about the adequacy of those
operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet
contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction.
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1 w-f::.., ~ E1 SIGNATURE X
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UST ON-SITE VISITORS
NUMBER OF DENSITY TESTSJ'-.KEN CLIENT REPRESENTATIVE
SIGNATURE X
NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those
operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet
contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction.
~GEOCON
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contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction.
~ GEOCON FIELD REPORT
OGRADING ~ENCHBACKFILL £T )0 t
PAGE / OF /
DAY OF WE,E~ p-/' /,
DATE '7', / '.? · IQ
O0THER
CONTRACTOR PHONE -
CONTRACTOR'S SUPER!NTENDENTIFOREMAN
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ONO ""1es
LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP:_~(2'}'=---------------------------------------1
WHAT IN PARTICULAR SHOULD BE OBSERVED, CHECKED, OR TESTED DURING Mf.lSI VISIT?
WAS A MEMO ISSUED TODAY" OYES MEMO NO.
CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND Q!Q..!iQI OBSERVE. DOCUMENT CONVERSATIONS. OBSERVATIONS. OR
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NUMBER OF DENSITY TESTS TAKEN {er-s ) CLIENT REPRESENTATIVE
SIGNATURE X
NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those
operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet
contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction.
OGEOCON FIELD REPORT PAGE I OF /_
DAY OF WEEK A.) ed...
,.-i GRADING ~NCH BACKFILL ET OoTHER
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REPORT NO __j 2-
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WHAT IN PARTICULAR SHOULD BE OBSERVED. CHECKEf>, OR TESTED DURING~ VISIT?
WAS A MEMO ISSUED TODAY? ~ C YES MEMO NO.
CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTMTIES YOU DID AND QlllJ:jQ:[ OBSERVE DOCUMENT CONVERSATIONS OBSERVATIONS. OR
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NUMBER OF DENSll"f' TESTS TAKEN
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I DATE I HOZ..URS I O T 7'?~ 'fll·1~ V.i..
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SIGNATURE X
NOTICE: The professional engineer is represented on site soleley to observe operations of the contractor identified, form opinions about the adequacy of v1ose
operations. and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet ,.,.,.,_..,,..,,,.I _,..,.,,,;.,..,....,. .. f,. Tl,.,.,.,...,,.,..,..,,. ....... :_..,.. ,.,.1,. .,.,. .. ,.,.,.:i,.": ... # ..... :•,. ,.,.,:,..__ ---' •'-• ••••'-• .,. • •• , -• • ••
fiii#MOORE TWINING
Date: 6/26/ 18 FIELD DAILY INSPECTION REPORT
Client Name: Shea Properties
Project Name: Square at Bressi Ranch
Project Address: 2656 Gateway Rd, Carlsbad, CA
MTAProjectNo.: D56624.01
Store No.: na
Building Code: 2016 CBC
Specification Date: 11 /4/17
Page 1 al 2
PermitNo: CBCA2017-0014
Plan Dote 11 /4/17
General Contractor: CSI Subcontractor: Cam bell Certified
Inspector: t an oore
Certification Number: ICC 52144 78 Exp. Dote: 7/4/19
□ Building Pod □ Utilities □ Pavement Sub-grade D Pavement Base □ Pavement AC □ PCC Pavements □ Off-Site Improvements
D Sidewalks D Curb & Gutter D Foundations D Slab-On-Grade □ Columns D Beoms D Walls D Trusses D Deck □ Suspended Floors
□ Roof □ Rack and Shelving □ Light Gauge Interior Walls/Framing □ Pre-Cast Concrete I Other canopy framing
□ Sample Pickup D Earthwork Observation & In-Place Density Testing □ Reinforcing Steel Inspection D Concrete Sampling
□ Concrete Placement Inspection (including saw-cut depth, CO monitoring, curing, etc.)□ Post Tension Concrete D Moisture Vapor
Emission Testing □ Floor Slab Relative Humidity Testing □ Slip-Resistance Testing D Floor Flatness Testing D Gloss Measurements
D Joint Sealer Inspection □ Anchor Bolt/ Epoxy Inspection ■ Field Welding Inspection D Shop Welding Inspection D NDT
D HS Bolt Testing □ Spray Fire Proofing Inspection and Testing D Masonry Inspection □ Non-Shrink Grout □ Roof Inspection
□ Coring □ Nailing/Wood Framing Inspection □ Other
Inspection Dale: 6/26/18 Samples Taken D Yes I No Time Samples Taken:
I Initial Inspection □ Re-Inspection D Out-of-Scope Inspection or Testing
Weather: sunny
Welding was performed for the attachment of galvanized a C-channel "Eyebrow" canopy section at
Building D at the northwest corner of the building by point 1-A. The channel was welded to the HSS
column per detail 17/S503, using fillet welds top and bottom and a flare-bevel weld along the front
side. Per RFI #87, the channel beams were welded to the HSS columns on three sides due to the
wood framing in place behind the column. Welding was performed by the welder Jesse Barnett
using FCAWwith E71T-8. The welds were marked "VTOK EM 6/26" in green.
Report ContlnuedlE)ves0No
Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and
specifications:IE!YesONo (If no, inspector shall complete and attach a Discrepancy Report).
MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwining.com
Inspector's Signature ~
Supervisor's Signature
Date: 6/26/18
Date:
We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in
accordance with the plans and specifications. Our fim, is not responsible for construction safety. Our services were perfonned in accordance
with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied.
/iilMOORE TWINING
FIELD WELDING INSPECTION REPORT
Project Name Square at Bressi Ranch Store# na Date of Inspection 6126118
Project Address 2628 Gateway, Cartsbad, CA Detwl(s) 171S503 MTAProjectNo. D56624.01
Approved Ploos 1114117 Specifications 1114117 _ Inspector (PnnQ Ethan Moore
Bul~ing Permit I DSA No. CBCA2017-0014 Process FCAW
WELD/CONNECTION TYPES MEMBER/JOINT TYPES
As Arc Spot Weld HH Beam to m l'C F late to Coh.Jmn
(.;Omplete 1"'8nelra111Vl 1-.roove Weld BC Beam to lumn TA Tube Steel to Angle
B Flare Bevel uroove Weld n 1:rn11mn to lumn Tube :;;teel to -m
w Ffllet weld = Deck to m A Angle to Beam
I l'ene roove Weld r.• ~usset Plate lo Beam Tube tileel to Tube I
ISloo r.r ~-usset Plats to Cotumn Joist to Girder
AA Angle to Angle F bar to Angle
PB Plate to i,eam AJ Angle to Joist
"""' Weld/Connection Membll'/Jolnt Item N.D.T. -Rejtel In Complete Remllktmote1
Type Type Type Prog11n
17/S503 FBIFW BC C-channel canopy beams to HSS column at line 1-A V X X
Notes: ------------------------------------------------
Disaepancies Issued: IZI No O Yes (tt yes, see attached Discrepa:,cy Report)
~ ,:;IC:;C;,5:;2:,:1,;44:,:7_:;8_~---------
lnspector Signature AWS/ICC Certlllcatlon No. --~;''"""""'"'""'"'·"-·-""'"''"""" ,, .. ,,,, ,;::'~'.';~~,
6126118
Date