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07-0820
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A ' Set No.: 7-6297 File No.: Permit No.: 07-820 Project No.: 21451302 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUINTA 79-793 HWY 1 I I (JEFFERSON & HWY 111) LA QUINTA, CA A Age (Days) Date Tested . Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 6 X 12 28.37 107,795 3,800 Cone 28 11/2/2007 6X 12 28.27 , 28 ' 11/2/2007 6X 12 28.27 28H 11/2/2007 6X 12 28.27 v Specified Strength: 4,500 PSI . Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 4" SLAB ON GRADE, 10' WIDE STRIP LINE 7.5 BETWEEN D -F Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 81 "F ASTM C1064 Mix No.: 62121 Ambient Temp: 72 °F ASTM C1064 Ticket No.: 5653477 Water added at Site: 5.00 gal. By DRIVER Slump: 4.00 in. ASTM C143 Cement Type: II Mix Time: 64 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC .THE BERGMAN COMPANIES , CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer Corporate: '2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6296 0 File No.: Permit No.: 07-820 Project No.: 2145B02 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUINTA (79.793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 6X 12 28.37 116,220 4,100 Cone 28 11/2/2007 6 X 12 28.27 28 11/2/2007 6X 12 28.27 28H 11/2/2007 6X 12 28.27 A Specified Strength: 4,500 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 4" SLAB ON GRADE, 10' WIDE STRIP @ LINE A BETWEEN 3-6 Concrete Supplier: - ROBERTSON'S READY MDC Concrete Temp: 79 °F ASTM C1064 Mix No.: 62121 Ambient Temp: 69 °F ASTM C1064 Ticket No.: 5653458 Water added at Site: 0.00 gal. By Slump: 3.50 in. ASTM C143 Cement Type: 11 Mix Time: 34 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG_& SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6297 5 File No.: Permit No.: 07-820 Project No.: 2145B02 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUINTA 179-793 HWY.111. (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 6X 12 28.37 107,795 3,800 Cone 28 11/2/2007 6X 12 28.46 154,065 5,410 Shear 28 11/2/2007 6X 12 28.46 158,785 5,580 Cone 28H 11/2/2007 6X 12 28.27 Specified Strength: 4,500 PSI , Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 4" SLAB ON GRADE, 10' WIDE STRIP LINE 7.5 BETWEEN D -F Concrete Supplier: ROBERTSON'S READY MIX ConcreteTemp• 81 °F ASTM C1064 Mix No.: 62121 Ambient Temp: 72 °F ASTM C1064 Ticket No.: 5653477 Water added at Site: 5.00 gal. By DRIVER Slump: 4.00 - in. ASTM C143 Cement Type: II Mix Time: 64 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. j M.B. (Ben) Lo Chief Engineer 5500 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA.92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 11 ' * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 07-820 78495 CALLE TAMPICO Project No.: 21451302 LA QUINTA, CA 92253 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Client: KOMAR INVESTMENTS, LLC A n Set No.: 7-6296 Age (Days) Date Tested Nominal Actual Area Size (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 6 X 12 28.37 116,220 4,100 Cone 28 11/2/2007 6X 12 28.46 160,430 5,640 Shear 28 11/2/2007 6X 12 28.46 1 159,095 5,590 Shear 28H 11/2/2007 6X 12 28.27 Specified Strength: 4,500 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 4" SLAB ON GRADE, 10' WIDE STRIP @ LINE A BETWEEN 3-6 Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 79 °F ASTM C1064 Mix No.: 62121 Ambient Temp: 69 °F ASTM C1064 Ticket No.: 5653458 Water added at Site: 0.00 gal. By Slump: 3.50 in. ASTM C143 Cement Type: II Mix Time: 34 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA OUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 5620 PSI 28 -day compression test complies with the specified strength. 4 Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7029 File No.: Permit No.: 07-820 Project No.: 21451302 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUINTA 69--793 HWY 111 (JEFFERSON & HWY. 111) - —� LA QUINTA, CA Age (Days) Date 'Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/27/2007 6X 12 28.37 69,685 2,460 Cone 28 12/18/2007 6X 12 28.27 28 12/18/2007 6X 12 28.27 28H 12/18/2007 6X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ ASTM C172 Date Sampled: 11/20/2007 Date Received: 11/26/2007 Location: CURB & GUTTER EAST SIDE OF PARKING LOT. CROSS STREET FROM BLDGS Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 70 °F ASTM C1064 Mix No.: GC560B33 Ambient Temp: 58 °F ASTM C1064 Ticket No.: 5699140 Water added at Site: 0.00 gal. By Slump: 5.00 in. ASTM C143 Cement Type: Mix Time: 60 min. Tested at: Anaheim Remarks: -Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA OUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 8-1001 — v File No.: Permit No.: 07-820 Project No.: 21451302 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUWTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 1/4/2008. 6X 12 28.37 84,150 2,970 Cone 28 1/25/2008 6X 12 28.37 138,490 4,880 Cone 28 1/25/2008 6X 12 28.37 133,205 4,700 Cone Specified Strength: 3,000 PSI Sampled By: JOSH A. Location: BLDG B & C Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5826702 Water added at Site: 0.00 gal. By Cement Type: Mix Time: Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** min. ASTM C172 Date Sampled: 12i28/2007 Date Received: 1/2/2008 Concrete Temp: 57 Ambient Temp: 60 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 4790 PSI 28 -day compression test complies with the specified strength. A Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO . • LA QUINTA, CA 92253 ' Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7029 File No.: Permit No.: 07-820 Project No.: 21451302 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/27/2007 6X 12 28.37. 69,685 '2,460 Cone 28 12/18/2007 6X 12 28.37 130,250 4,590 Cone 28 1 12/18/2007 6X 12 28.37 136,970 4,830 Cone 28H 1 12/18/2007 6X 12 28.27 A Specified Strength: 3,250 "' PSI Sampled By: EDUARDO PEREZ ASTM C172 Date Sampled: 11/20/2007 Date Received: 11/26/2007 Location: CURB & GUTTER EAST SIDE OF PARKING LOT. CROSS STREET FROM BLDGS Concrete Supplier: ROBERTSON'S READY YIX Concrete Temp: 70 °F ASTM C1064 Mix No.: GC560B33 Ambient Temp: 58 °F ASTM C1064 Ticket No.: 5699140 Water added at Site: 0.00 gal. By Slump: 5.00 in. ASTM C143 Cement Type: Mix Time: 60 min. Tested at: Anaheim Remarks: Respectfully Submitted, Distribution: KOMAR INVESTMENTS; LLC MTGL, Inc. THE BERGMAN COMPANIES 1 CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** M.B. (Ben) Lo Chief Engineer 4710 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 *s CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client- KOMAR INVESTMENTS, LLC Set No.: 8-1001 File No.: Permit No.: 07-820 Project No.: 21451102 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Age Date Nominal Actual Area (Days) Tested Size (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 1/4/2008 6X 12 28.37 84,150 2,970 Cone 28 1/25/2008 6X 12 28.27 28 1/25/2008 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: JOSH A. Location: BLDG B & C Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5826702 Water added at Site: 0.00 gal. By Cement Type: Mix Time: Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/28/2007 Date Received: 1/2/2008 Concrete Temp: 57 °F ASTM C1064 Ambient Temp: 60 °F ASTM C1064 Slump: 4.00_ in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC _ _n Set No.: 7-6177 File No.: Permit No.: 07-820 Project No.: 21451302 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/4/2007 6X 12 28.37 88,040 3,100 Cone 28 10/25/2007 6X 12 28.37 128,195 4,520 Cone 28 10/25/2007 6X 12 28.37 123,350 1 4,350 Cone 28H 10/25/2007 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH Location: BLDG B LINE 6 BETWEEN A TO D Concrete Supplier: ROBERTSON'S READY MDC Mix No.: 1085A Ticket No.: 5643938 Water added at Site: 15.00 gal. By CONTRACTOR Cement Type: IW Mix Time: 55 min. Remarks - Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 9/27/2007 Date Received: 9/28/2007 C Concrete Temp: 84 °F ASTM C1064 Ambient Temp: 77 °F ASTM C1064 Slump: 3.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 4440 PSI 28 -day compression test complies with the specified strength. j Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC Set No.: 7-6176 File No.: Permit No.: 07-820 Project No.: 21451302 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QU]NTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load Strength (lbs.) (psi) Type of Fracture 7 10/4/2007 6X 12 28.37 82,235 2,900 Cone 28 10/25/2007 6X 12 28.37 123,950 4,370 Cone 28 10/25/2007 6X 12 28.37 124,005 4,370 Cone & Split 28H ' 10/25/2007 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH Location: BLDGS B& C LINES 1& 2 BETWEEN C TO E Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5643889 Water added at Site: 5.00 gal. By CONTRACTOR Cement Type: II/V Mix Time: 41 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ^ ASTM C172 Date Sampled: 9/27/2007 Date Received: 9/28/2007 Concrete Temp: 79 °F ASTM C1064 Ambient Temp: 71 °F ASTM C1064 Slump: 3.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. l M.B. (Ben) Lo Chief Engineer 4370 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 65311666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6177 0 2007 U •R�LA QUIWA File No.: Permit No.: , 07-820 Project No.: 21451302 Project Name: KOMAR DESERT CENTER -.BLDG # B -LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Nominal Tested Size Actual Area (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 7 10/4/2007 6X 12 28.37 88,040 3,100 Cone 28 10/25/2007 6X 12 28.27 28 10/25/2007 6X 12 28.27 28H 10/25/2007 6X 12 28.27 Specified Strength: 31000 ' PSI Sampled By: DONALD SMITH Location: BLDG B LINE 6 BETWEEN A TO D Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5643938 Water added at Site: 15.00 gal. By CONTRACTOR Cement Type: II/V Mix Time: 55 min. Remarks: 4 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** a A ASTM C172 Date Sampled: 9/27/2007 Date Received: 9/28/2007 Concrete Temp: 84 OF ASTM C1064 Ambient Temp: 77. OF ASTM C1064 Slump: 3.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: .2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ss CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6176 _ T� File No.: Nominal Size, Permit No.: 07-820 Project No.: 21451302 Project Name: KOMAR DESERT CENTER- BLDG # B -LA QUINTA 82,235 79-793 HWY 111 (JEFFERSON & HWY 111) 28 10/25/2007 LA QUINTA, CA Age Date (Days) Tested Nominal Size, Actual Area (Sq. Inch) Load (lbs.) ' Strength Type of (psi) Fracture 7 10/4/2007 6X 12 28.37 82,235 2,900 Cone 28 10/25/2007 6X 12 28.27 28 10/25/2007 6 X 12 28.27 28 H 10/25/2007 6X 12 28.27 Y Specified Strength: 3,000 PSI Sampled By: DONALD SMITH Location: BLDGS B& C LINES I& 2 BETWEEN C TO E Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5643889 Water added at Site: 5.00 gal. By CONTRACTOR Cement Type: II/V Mix Time: 41 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** n ASTM C172 Date Sampled: 9/27/2007 Date Received: 9/28/2007 Concrete Temp: 79 °F ASTM C1064 Ambient Temp: 71 °F ASTM C1064 Slump: 3.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. ell M.B. (Ben) Lo Chief Engineer Arr":w "LAJU& www.mtglinc.com - . Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 80 0.491.2990 MTGL Project #: ..Q M, 5 A n �Q Permit #-/37— 1 l Report # � PG OF i San Diego/Imperial Count}, + 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT DSA/CITY Fi Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT,, ARCHITECT,, D TIME ARRIVED ----,TIME DEPARTED ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR "` U SUB CONTRACTOR ! Ph flr� .ate // INSPECTION ADDRESS -01 ADDRESS OF PROJECT TYPE OF INSPECTION E -BATCH PLANT ❑ MASONRY ❑ FIREPROOFING C 1 ' ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE O WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: -AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): � r CONTRACTORS EQUIPMENT /MANPOWER USED: IJ tll.e. ppd Ieq I' .-ok/'7110,J Q OAA A 1-1 AREA, GRID LINES, PIECES INSPECTED: ` �/S p— t '16f STRUCTURAL NOTES, DETAIL, OR RAS USED: ����� � ,� , . Via/• >�/ REMARKS, INCLUDING MEETINGS., /�7�/.-r.Pr�.�it �• r?i1 f' /1i��?.I),rr,�� �� i i rc �l`�.-1.t��l.tQ�1P���,Q11�,/� /. —t�� � .'2/.P_ � .0—/P� r// / ..s LREWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS21 WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET© DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: rr) Weather: �.. ,�. Temp: /�s ° r Signature of Special Inspector Print Name Certification #: ,-Z,-,\`1 J,. Verified by: "Arm A&4w& www.mtglinc.com MTGL Project #: Permit # Corporate: t` 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806E Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 1. San Diego/Imperial County'r 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 - Fax: 858.537.3990 Dispatch: 888.844.5060 f DAILY INSPECTION REPORT Inland Empire: 14467 -Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 + DSA/CITY File #: DSA/OSHPD APPL Report # PG OF DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on -a daily basis. Each report shall be completed and signed by the sDecial inspector conducting the inspection. PROJECT NAME / ` \ DATE ARCHITECT TIME ARRIVED TIME DEPARTED ENGINEER / f i TRAVELTIME LUNCHTIME CONTRACTOR ( SUB CONTRACTOR �' INSPECTION ADDRESS \ t ADDRESS OF PROJECT TYPE OF INSPECTION ❑ BATCH PLANT / ❑ MASONRY ❑ FIREPROOFING ` ' ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE/ ❑`HIGH' STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE O'WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: --AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS):- �� .Iii CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: / PIN k. of J STRUCTURAL NOTES, DETAIL, OR FINS USED: r\ �. REMARKS, INCLUDING MEETINGS: / r / REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ❑ WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET© DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: Temp: A ' 1- r Signature of Special Inspector Print Name Certification #: ��- Verified by: � , Corporate: •%' 2992 E. La Palma Ave. Ste: A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 www.mtglinc.com/ �^ Dispatch: 800.491.2990 MTGL Project #: � f5_: > 1q 19 Permit # 07 PSV / ' =' ; San Diego/Imperial Count 7313 Carroll Rd. Ste. G . San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL Report # 4 PG OF / DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each tvoe of special inspection, on a daily basis. Each report shall be completed and signed by the special insoector condurtinn the insnertion PROJECT NAME DATE ARCHITECTn TIME ARRIVED / TIME'DEPARTED —1.,000— -S ; oo ENGINEERn A2 TRAVEL TIME LUNCHTIME V CONTRACTOR %% SUB CONTRACTOR INSPECTION ADDRESS" - ADDRESS OF PROJECT TYPE OF INSPECTION ff BATCH -PLANT ❑ MASONRY ❑ FIREPRO'O'FING ❑ CEILING WIRE ' ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING. ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE ZWELDING ❑ NDE FIELD ❑ .❑,BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS:- APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING;.Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): I\IYQ t2 l &&o 1.10tL'...fC�Gr� d'lEiJiJ CONTRACTORS EQUIPMENT / MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: ` Ln' .,-k ��"' � � La .v (./��l.. .�f,d•'.O�/,:a�....n/rf'is,�l./i.�l� /�.%�.r./ .rr.... A�Aw"T-i.. //�✓ /-' t .V 1 14 . STRUCTURAL NOTES, DETAIL, OR RFIS USED: � Y /✓ / � /��� /J l % �l J,S S C !_ E REMARKS, INCL'OU%NG MEETINGS: �� 1, / REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THEWORK• WASE WASNOT❑ 'Inspected in accordance with the requirements of the DSA/OSHPO/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ ::,-' - Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department- DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Q Weather: Temp: K� n+ Signature of Special Inspector �> I,�_) Prini.Nacme Certification #:. Verified by: Arr"MIL M&A�W& www.mtglinc.com Corporate:• 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: � `Sc '5 /1 n� Permit # tf Z /9 f Report # //. PG OF f San Diego/Imperial County''r 7313 Carroll Rd. Ste. G x San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT DSA/CITY File Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/OSHPD APPL DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME _ ` DATE' " I t i ✓/ ri/i tr.: tii 'i:�': r ARCHITECT ` �,% i2 i «TIME ARRIVED I --- ^TIME DEPARTED ENGINEER TRAVEL TIME LUNCH TIME r CONTRACTOR / SUBCONTRACTOR INSPECTION ADDRESS, %t ADDRESS OF PROJECT TYPE OF INSPECTION If BATCH PLANT+ ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE `" ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE (]'WELDING ❑ NDE FIELD ❑ O BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: `- AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): //k ���• 1 {.h�fr�1� CONTRACTORS EQUIPMENT/ MANPOWER USED: 1•'f h�_ .� !+. Kra iii_ ' 5 i f /I /t/`J.fii//x-'_�. AREA, GRID LINES, PIECES INSPECTED: � i - .%• � �/ F �! rJ //l � "ff, / �� � .-if .rle �t:w./" ..j, i .a/ �`O: �11�� f ��� ��r'. t J:,4r1.J'� f/.' �!%� •.�i�.-Jt -"� i_ �i'/" ...s�.. �a/_rrs9- s!L: "'.ti/._ti. !t 1. _Y�' - "1 STRUCTURAL NOTES, DETAIL, OR RAS USED: REMARKS, INCLUDING MEETINGS: lj.of � .!" �{ ?-r1).r� \h"JZ./Sr.� �.!'� �{ J. 1 .!'[' �i.l ��.•. � .�i�frt-. r �n rC1. 7/ �l/ �.�!+ 4•if' a 7C'..�/t_P,� '1X tjT_/1_Lr REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS O WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with OSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METE] DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: P Weather. Temp: (-r.- �t-� ti. �1��• ``Signature of Special Inspector Print Name Certification #: > �� ��. 4 A� _ `t� TX Verified by: 9 7� ✓,/ /r� Allllik www.mtglinc.com �•-! Corporate: 2992 E. La Palma Ave Ste "A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2 990 MTGL Project #:_ Permit # 0 7— Report # --Report# Z PG % OF� f SY dP San Diego/Imperial Count 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT DSA/CITY File Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME _ DATEn /J f A7 ARCHITECT /-j, v TIME ARRIVED / ----- '�-TIME'DEPARTED �_5 I 7 Oi3 2 _ Go 6_ ENGINEER TRAVEL TIME LUNCH TIME EIISPEON TRACTORSUB CONTRACTOR nDDRESS /0 _ ({q / //17 �/ ADDRESS OF PROJECT �/ (� {I /' v 7 % — !1 3 /i �w/ ��%� t/ / : / /moi 1 /A lnitA/9 -7 %5 / 7 I / l_ i1 /e 11?1.1 TYPE OF INSPECTION le BATCH PLANT ❑ MASONRY ❑ FIREPROOFING '� ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE 0 WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPO/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS /h 9 3 -2 CONTRACTORS EOUIPMENT I MANPOWER USED: _ n / /W PD ,— a l ��c P�S'LC/t Q.G/�1_ �_ Al1 15 AREA, GRID LINES, PIECES INSPECTED: - ((]] y B Q �c-,", + Q , X.c.�,F'�.I/�,f'i' !�.!> /. }�0� � M7 �./ C Phi o PIA.P,/.�A0'?'�3-_Vkx`ys&' iYn P. (P�nf�/L •f Ji.t +' !'� S %%i )f b ?< < of Pluf� _ S STRUCTURAL NOTES, DETAIL, OR FIRS USED: E 14 1 EW -1 EH C W REMARKS, INCL UD/NGMEETINGS : —7�l�.P/ J , r >19 d tit r 0./Lts)eA . 1 �1 "), r'. /j/ PP.! �.vr d eic'� 1. ie %.nn.K )1'J' n/ r > ,,¢/ V x,a.0%� �,' . �/n 1,rP.Y/Y �f�iS 97 jsp ",dr 0 REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS O WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: to Weather: C•. Temp: <n af_.Ta -7c; I (XNV�,AI�� Nl a 1-1 A. Signature!oftpecial inspector // Print Name Certification #: Verified • #Y., Corporate: 44.;;_�„���{ 2992 E. La Palma Ave Sfe: A ' Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 www.mtglinc.cormf Dispatch: 800.491.2990 MTGL Project #: r� l L1 7 o Permit # Report # PG 1 DF DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and sinned by the special inspector conducting the insnertion PROJECT NAME DATE �.04,, 4e/9 , ARCHITECT / ;TIME ARRIVED -------TIME DEPARTED ENGINEER ' TRAVEL TIME LUNCHTIME j CONTRACTOR �f t SUB CONTRACTOR .T INSPECTION ADDRESS N_ �/ , ADDRESS OF PROJECT %_X� !7r �.f/,f-'?ri ,��� . ✓r rs r/r. ,�J.s "7%i��� TYPE OF INSPECTION -❑ BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE O WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE:_ SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS):' N �� :; 2 � );,1��! � (.1: n a rr A c) J•�> �>�"'r�i�if CONTRACTORS EQUIPMENT/ MANPOWER USED: �• /,o✓��R'L tr�ln er�rt'.i/ I/ n .�-r�? �ni:- % 'i �' •#-tr7'l�ti r. `�.J AREA, GRID LINES, PIECES INSPECTED: !� D�t.�.,'�rl.:r^�N �� O_ /. }•J/t1y. .. ,'!ft lftP t__:�.r.: �••s3tJ � u�C. q7�`t-;^'<!z a ..__ +n.i._t.F�.s�l_--.r t"t _ :�� i`.ollr/ Jt z'�:i .•lbw '� D�r.r�.�; .%/_, :/: G1�'" �,.>;,� / %� ` �' X STRUCTURAL NOTES, DETAIL, OR RAS USED: A7 C kAL REMARKS, INCLUDING MEETINGS: /, / i ^'ifs l r. t A/i�5i)_t'/ f A..y� !,•L, r / ��_.J3.f tl.,�., r•4 c��( .. i. . ii .*.''C i� f/ C� REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ❑ WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPO/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET (D DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: rr7 Weather: Temp:n r Signature of'Special Inspector Print Name Certification #:.r 1) Verified by: j�. San Diego/Imperial Count 7313 Carroll Rd. Ste. G ryiwA. San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and sinned by the special inspector conducting the insnertion PROJECT NAME DATE �.04,, 4e/9 , ARCHITECT / ;TIME ARRIVED -------TIME DEPARTED ENGINEER ' TRAVEL TIME LUNCHTIME j CONTRACTOR �f t SUB CONTRACTOR .T INSPECTION ADDRESS N_ �/ , ADDRESS OF PROJECT %_X� !7r �.f/,f-'?ri ,��� . ✓r rs r/r. ,�J.s "7%i��� TYPE OF INSPECTION -❑ BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE O WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE:_ SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS):' N �� :; 2 � );,1��! � (.1: n a rr A c) J•�> �>�"'r�i�if CONTRACTORS EQUIPMENT/ MANPOWER USED: �• /,o✓��R'L tr�ln er�rt'.i/ I/ n .�-r�? �ni:- % 'i �' •#-tr7'l�ti r. `�.J AREA, GRID LINES, PIECES INSPECTED: !� D�t.�.,'�rl.:r^�N �� O_ /. }•J/t1y. .. ,'!ft lftP t__:�.r.: �••s3tJ � u�C. q7�`t-;^'<!z a ..__ +n.i._t.F�.s�l_--.r t"t _ :�� i`.ollr/ Jt z'�:i .•lbw '� D�r.r�.�; .%/_, :/: G1�'" �,.>;,� / %� ` �' X STRUCTURAL NOTES, DETAIL, OR RAS USED: A7 C kAL REMARKS, INCLUDING MEETINGS: /, / i ^'ifs l r. t A/i�5i)_t'/ f A..y� !,•L, r / ��_.J3.f tl.,�., r•4 c��( .. i. . ii .*.''C i� f/ C� REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ❑ WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPO/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET (D DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: rr7 Weather: Temp:n r Signature of'Special Inspector Print Name Certification #:.r 1) Verified by: www.mtglinc.com Corporate: , 2992 E. La Palma A4''Ste..,A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: 'Q /nZs S O Permit # /9 7—E,,1 Report # 49 PG _� OF DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT TIME ARRIVED TIME DEPARTED ENGINEER,,," _ TRAVEL TIME LUNCH TIME I CONTRACTOR SUB CONTRACTOR / � ,�� Z� _'R INSPECTION ADDRESS/ ADDRESS OF PROJECT LQ ; C,,d, TYPE OF INSPECTION r0 BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE ® WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS'Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): N,4!.3 0 CONTRACTORS EQUIPMENT / MANPOWER USED: / / � �A�P{��. I� �ip �✓%! Lie 3_ Q L I Y Ja �l/A P (Al P+f AREA, GRID, NES, PIECES INSPECTED.✓ ~l/1/t/1 �,,XCP. clfiGfJ �'YO,�?vgr.,,�IL n2 CJ.^�G 3` .I P X �J tfiTVVh LfL2 715V����.s,r� A/ STRUCTURAL NOTES, DETAIL, OR RAS USED: /� • � ^ � • n J rf.� 3' i_ .Yeo n REMARKS, INCLUDING%MEETINGS: K) O REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS O' WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPO/PROJECT approved documents. MATERIAL SAMPLING WAS © WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET ❑ DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: CD Weather: Temp: o f 7 5 t^ �XSignature ,,of/Specialinspector tanhn�l ��! (i. ?,%1,'ti¢J) �1 / !/Print Name Certification #:L c:: Verified by: �1 San Diego/Imperial Cou to yt'+ 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 88 8.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT TIME ARRIVED TIME DEPARTED ENGINEER,,," _ TRAVEL TIME LUNCH TIME I CONTRACTOR SUB CONTRACTOR / � ,�� Z� _'R INSPECTION ADDRESS/ ADDRESS OF PROJECT LQ ; C,,d, TYPE OF INSPECTION r0 BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE ® WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS'Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): N,4!.3 0 CONTRACTORS EQUIPMENT / MANPOWER USED: / / � �A�P{��. I� �ip �✓%! Lie 3_ Q L I Y Ja �l/A P (Al P+f AREA, GRID, NES, PIECES INSPECTED.✓ ~l/1/t/1 �,,XCP. clfiGfJ �'YO,�?vgr.,,�IL n2 CJ.^�G 3` .I P X �J tfiTVVh LfL2 715V����.s,r� A/ STRUCTURAL NOTES, DETAIL, OR RAS USED: /� • � ^ � • n J rf.� 3' i_ .Yeo n REMARKS, INCLUDING%MEETINGS: K) O REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS O' WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPO/PROJECT approved documents. MATERIAL SAMPLING WAS © WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET ❑ DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: CD Weather: Temp: o f 7 5 t^ �XSignature ,,of/Specialinspector tanhn�l ��! (i. ?,%1,'ti¢J) �1 / !/Print Name Certification #:L c:: Verified by: �1 ArTrr.w www.mtglinc.com r� Corporate: .a, 2992 E. La Palma Ave Ste. A r Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: Permit # Report #? PG DF i San Diego/Imperial County,.,, ' 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME .�-- DATE K, -,w / �N.t ?.7� P i>> _3�.'1 SA/ T ip f.�i�,� ARCHITECT ! TIME ARRIVED / —TIME DEPARTED �('31 fi . �? �Lm a ra a i4:4 ENGINEER/ _ TRAVEL TIME LUNCHTIME + F NTRACTORSUB CONTRACTORPECTION ADDRES "1` ADDRESS OF PROJECT 1 7-�_7�?�-i TYPE OF INSPECTION `❑ BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE O WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑.SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y NO APPROVED SHOP DRAWING Y❑ N MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EOUIPMENT I MANPOWER USED: z/ /�Y� ) 7 � 5 1. /l .7 f., , LIP B J`• �:1..i>lt.r4�9i! v �✓� �.rY r'J � 1 ' ..itnr°�___ __ AREA, GRID LINES, PIECES ( INSPECTED: I t� t=a +. ?.T. 4- e 1• %7,.✓.i1''� .moi .�'-� �� ! 1'r.) +�:C, .' ice. a rr �L. 1✓ ... i?_. +r�.. /ti.. I/r a `� (�rG Lam^ ii s 'ti t i. i�lL S �7 j ! J y( �f 1 u ! cr1 f. ASS!/.✓ —1/4 �: J :�14 77_. ).. . STRUCTURAL NOTES, DETAIL, OR RAS USED: REMARKS, INCLUDING MEETINGS: r 'rn. Yt' (+'./ t.t f_9 �^�'�1 t c� t\1 Fl t.N�%L! t.T�� i �"�?�{{4 6E REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS El WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASE) WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department ; DSA Regional Office Owner 4 School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: Temp: An Signature %; of�Special Inspector iLnnn.�\Q� N rt ,- „ 7 lPrint Name Certification #: C ��� 4 Verified by: 1-1 I Corporate: • San Diego/Imperial Countyr:' Inland Empire: 2992 E. La Palma Ave.-Ste.'A 7313 Carroll Rd. Ste. G 14467 Meridian Pkwy., Bldg. 2-A Anaheim, CA 92806 San Diego, CA 92121 Riverside, CA 92518 FWXTel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 www.mtglinc.com Dispatch: 800.491.2990 Dispatch: 888.844.5060 Dispatch: 800.491.2990 MTGL Project #: �) 5 ° DAILY INSPECTION DSA/CITY File #: 0 -7 -Permit# �_ R l REPORT DSA/OSH PD APPL #: _ Report # PG DF DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Seoarate reoorts shall be DreDared for each tvpe of special insDection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ,tet � P r _ a3/�� L, 9 H" ,�,/a, ARCHITECT TIME ARRIVED ' ---TIME DEPARTED ENGINEER TRAVEL TIME LUNCHTIME J Mn"Eyi CONTRACTOR// SUB CONTRACTOR yL INSPECTION ADDRESS ADDRESS OF PROJECT 9_ R �5 H�` �A�« ill. (��lr,�� 7 �iS �I� .. ► _a� TYPE OF INSPECTION ❑BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE ❑ WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑, CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE:- SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: 1 / 9 P0/l 1�1i �1"17i9? wk/ 1 �) R fi Y1 _3 x STRUCTURAL NOTES, DETAIL, OR RFIS USED:J -14 / ` REMARKS, INCLUDING MEETINGS: / a �} Ma it L Ji r P� A P_ "a, d/�C�.d1�'�,e3._ � IAAAXe/1J 1/1 �Gd (' .�Gt /� ./nPC/�� !].� ;/f✓IP� 1'7. �/"il�A�i�'[O Nt.N/h�I' -Lil /J REWORK AS PERCENT OF ALL WORK TODAY: , l PERCENT PROJECT COMPLETE: THE WORK WAS 121 WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET© DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Q Weather: s Temp: fi(n" It, Certification #: Verified by: Special Inspector Print Name www.mtglinc.com Corporate: V. 2992 E. La Palma Ave: Ste A' Anaheim, CA 92806 - Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 .. MTGL Project #:�//<�/� .0 Permit # e) — Q / Report # / PG % DF i DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME�.�._ DATE 11 ( f J /t /419�II li l> %,� P/1.f'JL�t�F.rJ,,l•PT�-_ (_'1 ?�,� u- / /, f / l (I"11�1 /�//b ri ARCHITECT TIME ARRIVED TIME DEPARTED ENGINEER TRAVEL TIME LUNCHTIME [IN NTRACTORSUB CONTRACTOR tSPECTION ADDRESS (% / / ./ ADDRESS OF PROJECT y �j 3 �/,:L�:w,4?., �JIf ._J..� 1 ,/J./b1 A/ -7 -7;21 14r'„i�l TYPE OF INSPECTION ❑BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE ❑ WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): ��ff IV LrC A �� !—i?i!tia�✓�l CONTRACTORS EOUIPMENT /MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED. AQn�i�ii � .lr,Ail�iiy7.P-l� �� /�•� � 1 r �� ' 4` � ✓ �" .�.9`? _ /,�l p � �/�-r�... ���:Ll. /:' _.9+R�T -'.1 /nJ.t,�lt.3f� �•" %�L�J/�ii1 STRUCTURAL NOTES, DETAIL, OR FIRS USED: ) p f n� J jy C' REMARKS, y fj/- REMARKS, INCLUDING MEETINGS:/ to �(!�,/� 9.J.i �.n 41l[l'�f l.� ,Ii11�P REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASE) WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET O DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: 41 Weather: TTeem/p: ! n� Y i_ r, -7 q t Signature of Special Inspector Print Name Certification Verified by: San Diego/Imperial County - 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME�.�._ DATE 11 ( f J /t /419�II li l> %,� P/1.f'JL�t�F.rJ,,l•PT�-_ (_'1 ?�,� u- / /, f / l (I"11�1 /�//b ri ARCHITECT TIME ARRIVED TIME DEPARTED ENGINEER TRAVEL TIME LUNCHTIME [IN NTRACTORSUB CONTRACTOR tSPECTION ADDRESS (% / / ./ ADDRESS OF PROJECT y �j 3 �/,:L�:w,4?., �JIf ._J..� 1 ,/J./b1 A/ -7 -7;21 14r'„i�l TYPE OF INSPECTION ❑BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE ❑ WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): ��ff IV LrC A �� !—i?i!tia�✓�l CONTRACTORS EOUIPMENT /MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED. AQn�i�ii � .lr,Ail�iiy7.P-l� �� /�•� � 1 r �� ' 4` � ✓ �" .�.9`? _ /,�l p � �/�-r�... ���:Ll. /:' _.9+R�T -'.1 /nJ.t,�lt.3f� �•" %�L�J/�ii1 STRUCTURAL NOTES, DETAIL, OR FIRS USED: ) p f n� J jy C' REMARKS, y fj/- REMARKS, INCLUDING MEETINGS:/ to �(!�,/� 9.J.i �.n 41l[l'�f l.� ,Ii11�P REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASE) WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET O DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: 41 Weather: TTeem/p: ! n� Y i_ r, -7 q t Signature of Special Inspector Print Name Certification Verified by: www.mtglinc.com �i�•r? t Corporate.,cr�Y,k. 2992 E. La Palma AJe Ste:'A'. Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: rX 114 3 I t (? 'Permit # n-7— Report # PG OF % 5ZA b. San Diego/Imperial County: 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland.Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 OSA/CITY File #: OSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. _ Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME K�9m�5 n 1�P � ' DATE n 3A0 In 1Y 24w ARCHITECT ` Jl GC! TIME ARRIVED f V y / TIME DEPARTED ENGINEER TRAVEL TIME LUNCHTIME / CONTRACTOR 0 SUB CONTRACTOR INSPECTION ADDRESS :, ADDRESS OF PROJECT / - 7y79A/S�LrXGaI*�ealit. TYPE OF INSPECTION ❑ BOTCH PLANT ❑ MASONRY ❑ FIREPROOFING –�� ❑ CEILING WIRE O ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE Z WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): qMA ljw,7, 18�;�A.r CONTRACTORS EOUIPMENT/PMANPOWER USED: hA, Pi12PlZ iL.s2 / IV -9 5 1,41'11 e. fJP,ffi✓�/� a h.=.a.L/3�-n,Yr,r��T</alt .�,p.�/1 � i71:rs�t ,y,,,., �.�.,�E' � r-����r1�,.nA3Cli2.A�i�,t•e_-,-�---'.1Ti� AREA, GRID LINES, PIECES INSPECTED: (j�� • , � qe� A rn � ���� .v� �AJ'��iV1��npP _ %.�Jlt'XX (�'[,d ' � . Qn,. (Ttt 1� c i / 7 1 ld9�tJ �7'i l& C, n . its .c/^.uJ�' ,/)9- CA.i.L_3i P',PAMl il?',il(7Tl JA_0 /S/LeC/T .neer .�i9� �i�+,rA cLcCi 0 7� f r�lii �� �i P�-c� .�P/� r.�Po��, �iis�!'� l J� t- 7o STRUCTURAL NOTES, DETAIL, OR FIRS USED: (nJ _ _ n�� Eli-� ' `'E _� 0► REMARKS, INCLUDING MEETINGS. n A i A rc2r Qn/� D a � �•�. . � C,111 lrf " l ej( 11 / V L7 V REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS 0' WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET ❑ DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: Temp: Signature of SpeciaLjnspector P VName Certification #: , GQA 7� Verified by: 4v� "Arm AEXWIUW www.mtglinc.com i{j YV Corporate, 2992 E. La Palma Ave.`Ste'A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2 990 MTGL Project #:.y Irl1i A Permit # Report # 1� PG / OF c San Diego/Imperial Cou ty `. 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT DSA/CITY File Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME l � 1 ^ � � �� � DATE t./�i)'l. it - It _c.r�l)� F�•a t /i__ �'t -' `rt /�,: ��..,. ARCHITECT r^ TIME ARRIVED TIME DEPARTED \� r � E /_• -gin :-.s„_ '7 - �� n ��,� ENGINEER TRAVEL TIME LUNCH TIME / CONTRACTOR SUBCONTRACTOR INSPECTION ADDRESS �� � ADDRESS OF PROJECT 4� �ilis, ����L7 f�i ad!,_.-�,. //! /."7.Zi�... TYPE OF INSPECTION ❑ BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE ❑ WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): 0 ?-C Lf J1�.�lJln - a !.�./7? �� +%?/I.ri/"�t'�i t J I,t1, c. 7, /ErJl Cif,,:o�� CONTRACTORS EQUIPMENT /MANPOWER USED: �,/rp�✓_'� L Pyr. y�r,�s, .�. �V 9 5 !1,.2e 1:✓r�►� /2, /L�f r �� %�/�h ?'3 F> sin._ / r cif �,.�.,, !\ , l`_ ll?s�r.�n R t�'14��at ,)4 .eDi1 r,.r�t kit q\( AREA, GRID LINES, PIECES INSPECTED: t p (i iD p ,� 'A n t ' .0 i)�tc.fFltlJ�?�lrI.tlt1Qi! ,,� ..X,_ n .7{St C1?'i>,4ts..,�1..-% ✓)/v,^c'�<J�,PM"� L•�O _ A� 4/�J IXJ(�c- l[ui�►-t�.1 z�J, ikL2 �/ 3 A ! t 1lCXl� /( i)� / r1'nJ i3,yy.G� C / :? /(aft?. /.li P �i ...-� -�ca :.�,llr�t.iJL(9Ji� (l'.�-1 i�!1 �a RYYf ,1N�1 1 X�'i..{) � 0 r. c�`i 2. (_Fi �... .G,a� rr./h�aCli r1 _/✓' �f / 1!�;' ��P;,.�v ..., ��_ .�� v/ 7� fig STRUCTURAL NOTES, DETAIL, OR RAS USED: _ - - t, An 2!� REMARKS, INCLUDING MEETINGS: I,(/,A , >r','f,•f7 �. 2.tl..�rgAp'" %,ryvtd' Q,� f'XLZsS ,. �� Ti, e- t4 Ji_tih�. dpA,-f :7,�,1I+ , �'�%/; .�td•c1 . n� !� r, �. �. �J�ii til / �� � P/I .(� r'[ /1,IJ _ CtTi. Q .�t•�Jl � ! � P �% �. .� . / V �/ V REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASEI WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET ❑ DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: tIJ Weather: , . - - Temp: Signature of Specia_I_Inspector 0VyV r x .�.'f_ Print Name CM Certification #:b! �/S LIZ - Verified — Z Verified by: �r..lP Ain, 71 www.mtglinc.com s("! Corporate: 2992 E. La Palma Ave1: Ste: A Anaheim, CA 92806 ' Tel: 714.632.2999 . Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: cQ 145 A o Q Permit # n 7 Q 21 Report # Zt PG OF San Diego/Imperial County•W 7313 Carroll Rd. Ste. G #" San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME/ DATE . ARCHITECTTIME ARRIVED TIMEDEP RTED SG 7- � : 00 ENGINEER pp TRAVEL TIME LUNCHTIME CONTRACTOR' SUB CONTRACTOR ` l7 � � INSPECTION ADDRESS ADDRESS OF PROJECT � a 9_ Q 3 . f%rr i.� !i/ /_ a %� esu, 7 4 X/ //.li�f7 t, !^z f t ► l_ �, rw� TYPE OF INSPECTION �� BATCH'PLANT ❑ MASONRY ❑ FIREPROOFING ` J �❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE ❑ WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y NO APPROVED SHOP -DRAWING Y❑ N❑ r MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): /V � 3 � li% e.�o�`,, G) r/1,� . ✓- c A c� .� "?iz. �sC..� CONTRACTORS EQUIPMENT/ MANPOWER USED: &40,��� rr ten, 9 L N .9 cJtn rJe��l� . AREA, GRID LINES, PIECES INSPECTED:OF C // Ca/L D .( 1-P }P�� LL_,,' .Q,' -to "d P a � +< . A ..I 4A_AAt-e_A i P, GreU(: r7 V D.J2_4riM n_/ X 2, .I,t�I rt.�.,� CIS 61X A X (. n l S r Ccx pix YL -7-r4Cr )1biY1 I,t i/ J3nAPdO�h(tt�OPLCP�iSa1�.. �.�P ��8�/�A�dif /r, a a��� (.{tn t1405)1 STRUCTURAL NOTES, DETAIL, OR RFIS USED: C elA (r) EE-6 EE -el, REMARKS, INCLUDING MEETINGS: ?' � //� r� .. _ Cao 1i bra.v/�.Piut . �.tf�P/I.PA' i rPX�i:1 t.�]-Cil.� V'f � ' O 92 ,c{ ` • � . ����� / si/ 11,,,i &A tit 7�'Lp� 3 fJ��. Q y;,, -,j,& Ade. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: ` THE WORK WAS [2 WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT• approved documents. — - - MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: a Weather: + Teemp�Kr,° Signature of Special Inspector // P °Y ame Certification #: ��Verified by: LS A�M_m www.mtglinc.com . S r �+ �r. Corporate:•' 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: 55 A Permit # Report # Yt PG / OF / San Diego/Imperial County 7313 Carroll Rd. Ste. G =" San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ���•t�t.. i�,vf�?J7��•�rr/,oJz.. ARCHITECT TIME ARRIVED ! TIME DEPARTED ENGINEER TRAVEL TIME LUNCH TIME ( Y7 XJ CONTRACTOR I- Lf SUB CONTRACTOR INSPECTION ADDRESS /,� 7 _ ADDRESS OF PROJECT % TYPE OF INSPECTION e❑ BATCH'FLANT ' ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE ❑ WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: ZI%7.!_rL/.st.�'_G,x:t 1711 q U`e�J� l f ��.�.. '1.�.%/`/L.17'V�r'lr '�1...-1 Th'4.�riX�f�Lr` � ..�. AREA, GRID LINES, PIECES INSPECTED: 'r'/L_ ,1 nXt/i�211�/` a' �.lvl'4 -P.YP! JX r' L.a .Yalt "'_et tt'rl'.r{c (_;1'4"w'.0L.en?.s.t 5h•!1.•-1'4 ( i,.JtJ-.t. F11, f) Fl,,,k�'k' r,<<�t.a?l�t,.t�+��i�n,(�.I�,. re, d 1 ! P",(.t�J;LPe'_ 1)7r<rC_ 14 :.;C, 4�'hK N I -ri > l[, Y AIX E Lr�1_i' i 7< •./.r /r (F,,B n.n�CS 4_c. �l i� A Yi7 t 4ifl, J_ a �� l.�i ��i�f� J F l /?rl Cd!J f�/�? �O�iS �.%i.. t. f-/�/i �' ? /:`A� 1 f i � �sw .f Als . 4 d . ✓I j. i '.P 1. STRUCTURAL NOTES, DETAIL, OR RFIS USED: IZ G'✓ ,!� cr,�l (rl.._,�- �`+-lx; -tom_ ,,A��.� F iac�� l -_ REMARKS, INCLUDING MEETINGS: [— % /? on�� tP�lli . [lv�..tir. ; v l.ai' ,,.,/(.rrrlL/E'. \.+'*'nt !� d 1"-'d --4_ is W %A. IY. !%. /.sem /�j r. f t 11� r xe- , %n. .'h L�^;h1,*P, P v�: P,/ tdA .y REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS E) WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc. Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: 17 Weather: Temp:ln`t� i 1C.,"t Signature of Special inspector Print,Name Certification #: 52 t>,�.� ` :Verified by: Jy AII� www.mtglinc.com Corporate: •" 2992 E. La Palma Ave. Ste °A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: Permit #-0-7-,991 Report # PG 1 OF � e. San Diego/Imperial Coujf nty}�r�, 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File DSA/OSHPD APPL DSA / LEA #: -- Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE 3 1 O h W P ARCHITECT TIME ARRIVED TIME°DEPARTED 7-- n4 ENGINEER N TRAVEL TIME LUNCH TIME RACTOR SUB CONTRACCTORV EINE:ION ADDR SS ADDRESS OF PROJECT 79- R (5 14 Jj ,L,.M1 TYPE OF INSPECTION [JBATCH PLANT ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ FOUNDATION ❑ SHOTCRETE ❑ BACK FILL ❑ CONCRETE ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ OWELDING ❑ NDE FIELD ❑ ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS) - W9 ,__:� AIM' rA� CONTRACTORS EQUIPMENT/MANPOWER USE P . ^ t,, IS , ` kJ n } 1 / 0 /_ / //!J/ vo AREA, GRID LINES(PIECESINSPECTED- // X A1,X 1 /,C/7- Z"' STRUCTURAL NOTES, DETAIL, OR FIRS USED: REMARKS, INCLUDING MEETINGS: ` �%— ,✓i 19 G r) t, z -n, r` , �Xz`T REWORK AS PERCENT OF ALL WORK TODAY: - -- PERCENT PROJECT COMPLETE: THE WORK WAS ❑' WAS NOT ❑ _ �J Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: ,r.u,, __1 Temp: 4,3 n 1 F n(� Signature of Special Inspector _ PNt Name Certification #: C:).Verified Verified by:��, -- 3 I Arrrrw ARLMML www.mtglinc.com SSI. 'h Corporate: 2992 E. La Palma AveSte.aA Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: 911,V 1r.V o,,) Permit #_0 7 h Report # ') PG OF s - :f ru. San Diego/imperial County,. f!' 7313 Carroll Rd. Ste. G =� San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT DSA/CITY File Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/OSHPD APPL DSA / LEA #: — Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE o3hq/a,G1,v .Y. • ARCHITECT r. TIME ARRIVED TIME DEPARTED 7� Pyr*, ENGINEER / /j ov�� TRAVEL TIME LUNCHTIME CONTRACTOR jLSfi ,/l C/ SUBCONTRACTOR INSPECTION ADDRESS "3 ADDRESS OF PROJECT ��_;�3:�`> �t_a�ir...z.� Ill 1__� rir'li..,.,� �`�`� 1 'a �-� � �,.%a.��a.~ 11� • !. G i �� c.�,v�,�t r, TYPE OF INSPECTION ❑'BATCH PLANT ❑ MASONRY ❑ FIREPROOFING— ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE 2'WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ OSA/OSHPO/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. 08 MATERIAL TEST REPORTS) - CONTRACTORS EQUIPMENT/ MANPOWER USED: L N 9 5 I. I ne_ 1. } Q 1 � A Vii? • r �,.��r.�niJ Xh.r.,,r•'.-«���P,�L_'7"'�i4�,}.'a,��.��h� �, is �r�-v�.r� ,. �. � �.���tlt�t AREA, GRID LINES; PIECES INSPECTED: rr2 rt it�lC>liJf`r�� ° / U 1P i STRUCTURAL NOTES, DETAIL, OR RAS USED:? nn _ REMARKS, INCLUDING MEETINGS. , �{— ~%�t-P l.,ll�l1 J i!t �- tl c4 G JlPnla , int rr I ? p ri i T� REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASE] WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: 11) Weather. Temp:__%n�� Signature of Special Inspector Pruitt Name Certification #: Verified by:—. 3 www:mtglinc.com Corporate:. s. t•. 2992 E. La Palma Ave. Ste.'A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2 990 MTGL Projecctt7#: 2 /C 5 0 0 Permit # /7 / _� Report # ;Q PG OF� t San Diego/Imperial Count 0� 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT TIME ARRIVED ✓TIME DEPARTED ENGINEER - � TRAVEL TIME LUNCHTIME CONTRACTOR SUBCONTRACTOR / PegoJ INSPECTION ADDRESS f� t� ADDRESS OF PROJECT Q` TYPE OF INSPECTION BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE 0 WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ ' APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): G I) ?p CONTRACTORS EQUIPMENT/ MANPOWER USED: ' AREA, GRID LINES, PIECES INSPECTED: DYnr9v 1� ZP X�r� P pa Z, f 7 Q h l�,� 3 ,,ti>,�Dr, ��/� E, A we, STRUCTURAL NOTES'DETAIL, OR RFlS USED: ►A I REMARKS, INCLUDING MEETINGS.- / _5q CE- 4 Y- UTL 7,4 1, jlwf _ / e Aw [? I7 /.an h t OLI . 1. / (iC/1 W_ -C e 1X_ � I A A,le� d (141 0.ne- )anA_k A V-*" AA& A J�-M� -_ V REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS -E) WAS NOT❑ Inspected in accordance with the requirements of the'DSA/OSHPO/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ r Performed in accordance with DSA/OSHPD%PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: Temp: 6 o" C t, `b o° � 'Signature of Special Inspector tint Name Certification #:5d Verified by: c � Ax www.mtglinc.com X' r Corporate: ��,,,:,��{'' 2992 E. La Palma Ave: Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #:.�I 1 11 a 1") 0 Permit # i)7.. Report # 41 PG OF San Diego/Imperial Count 7313 Carroll Rd. Ste. G� San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5 060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ') 3 ARCHITECT` / !� TIME ARRIVED `� TIME DEPARTED -7'-- ENGINEER TRAVEL TIME LUNCH TIME FIN NTRACOR SUB CONTRACTORPECTION ADDRESS,,/ —; ADDRESS OF PROJECT /I_ �'sr/� �> - ��7r�. -,lI „t:,,,,�'; 7?� Al, lel. J �; rJ •, f TYPE OF INSPECTION e0 BATCH PLANT ❑ MASONRY ❑ FIREPROOFING-" ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE p WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): N R J� [.!p , �:� l%_'nom_ . J--ZAo CONTRACTORS EQUIPMENT/ MANPOWER USED: '/ �i�r> ar"S (_7j��i:t_f�%/.//�t.�i �i I ✓ � �'Jr�l,? N &Z '? AREA, GRID LINES, PIECES INSPECTED: 4APh 1A_P J^1--y���' ,.4�a,. rn .�Pl";w, i f+A�„J-tP�,., a�T�.;7f �iy�..P� fir. �t�,{, /�fl� ! !� .urw t .� _ . � �, P �� t .}4 r� • .Ct �.P/SA.t,/tM t+<t z+?2�i�.Iti?11��1 "�1.411<.&nrY!!1 L�F1 P �fP�d �,n,�q{�1 ll;..Nn%i/S�h h�lJir. A.{/I�i t t rs�?0 f1',• Ar,�n/1 �t�oA��..,.,� 'i':r oar .��L,.'�,1.-,1 F9.G..l, STRUCTURAL NOTES, DETAIL, OR RFIS USED: z> REMARKS, INCLUDING MEETINGS: !//�`��t11 �`1F'tli�ssF �i9�!•?! I �. �%J'tr. �,C�/lt, �:tt°!rl f +�li..�Pi� lrv�r/L:lfJxyt�r✓7.1� i.le{'/—i.s;vtt/N,r:cl hPOIUA .e � T7.�-e�r�„ (�.,:� �vl� f<��tvi.��!'A P i„t�Y!.f�i ">°Ae l...v t � Fn - PA � �. w � ! o,.�-i.Tt�.f,' '1 h e._ � J1.``R d) t'KAA REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS -fl WAS NOT❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET ❑ DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: r f, Weather: Temp: 6 o Signature of Special Inspector t , �Print Name Certification #: 1 Verifiedby: www.mtglinc.com Corporate: < - , 2992 E. La Palma Ave. Ste: A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #:_Q 1A 0 d Permit # 07-- F :.f Report # PG % OF � San Diego/Imperial Countti 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION - REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME /^ K ilk 10�1�°/ .o J7 DATE 3 O ARCHITECT/ - - <; TIME ARRIVED I TIME DEPARTED A 7-ooe— -K10Od ENGINEER n TRAVEL TIME LUNCHTIME RACTOR nnhh /% SUBCONTRACTORs C/L � CTIONlCDDRESS �J / / ADDRESS OF PROJECT/� "� FNE _ iS . G /- , itj -a,u i j 1 /_ A a td.�Mf-Q 77 - s W,atwJ i l d l , � � , La a, TYPE OF INSPECTION ❑'BATCH PLANT ❑ MASONRY ❑ FIREPROONG r ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE [a WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD • ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE:' SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: - APPROVED PLANS,Y ❑ N ❑ APPROVED SHOP.DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): � uo r�,. CONTRACTORS EQUIPMENT/ MANPOWER USED: -7 h �-� �� i o o c� o Z I .S o� - .{moi T"! ! �e C5 L o� r��i 1 I 114 AREA -GRID LINES, PIECES INSPECT D: JJ �� ie `.(lt .0 !4 1 ). O il. vt� Ghon ! i' P �- /%1il�ZX w,. Caicn� l'.1 J1_1�SS�XliiC� f:lnQ AaCl iPnA .,�„�I_ f�-P .Qc, ,07.,,�.?�.:•. PR hnM. Qizt�r-2 �J�P.ai1 ate. .P.fr' J� ��.5�� •. . XIwAIR ��.C�.-.Fs /A i%dd -e Ayl�6111...� i/Ill _ A,,9'd a Y/ l.0 E STRUCTURAL NOTES, DETAIL, OR RFIISpS USED: Q `� �p 1 , " U � %r_ / PT) to kA ` / ~' Z, D 59 . s9 ' st2 REMARKS, INCLUDING MEETINGS: / ��. A_:_,q f / ,P 1, ?r0.A I, Q ILL d Not. &d 3 o_6 Le � s � REWORK AS PERCENT OF ALL WORK TODAY: ,PERCENT PROJECT COMPLETE: THE WORK WAS.2 WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET[a DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. - Samples taken: Weather: S e. .v.i Temv A() CIF 1 u 16 10 F ` Signature of,Special Inspector Mn v % rint Name Certification #: �2 — G` Verified by: 0 Arrrm www.mtglinc.com Corporate:•` 2992 E. La Palma Ave'Ste.'.' Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project#`:( �(/�►" Permit #_t-)-7_ i{ I/ Report # / PG i OF San Diego/Imperial Count 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ! q ARCHITECT — TIME ARRIVED TIME DEPARTED ENGINEERS J r//� % TRAVEL TIME LUNCHTIME if /I_ -pfd CONTRACTOR) /f SUB CONTRACTOR �� P��J'i'i't/.'✓..� �R2fs/ \ f ,oma./'' INSPECTION ADDRESS 41 `7 "�l _ ADDRESS OF PROJECT Q" f 1 LX�1 (A it,, 7 - (1' 5 14 :i ,fes. ta7'�i...1 \, LrC (-t t.%.A�.L.11: TYPE OF INSPECTION ❑_BATCH PAL NT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE O WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS). �-- A (t t" )2' r'9 -rte A A CONTRACTORS EOUIPMENT / MANPOWER USED: C1 4 «L.- h LI AREA; GRID LINES, PIECES INSPECTED: (1r.�1C�ril+-..?/�3nJ-!' /..+.13./��! �%��//i�-t'[•�o.,y,' I..Hiy ✓.�/(ei. / n/ �-IPA_'10111 � t.r,F �/� �%Y � S /11A."11'.��,ffl%`�S . A)-cAR,1 to Le��u.'�� A.tP41 gL,� M /wn db-mt-e i k"!Jf —4,0J, W q,' t,:71� �1'r s� �S�.p1��J( '� r^i�ii.i�isstit/1.1�.�.�1 l,(, STRUCTURAL NOTES, DETAIL, OR RFIS USED:, ., . / J _ — �, REMARKS, INCLUDING MEETINGS:1 ) y^ t ,}QG.IJ /) f� lY ,LirR� 7/t/!� !�; .r /.�Ae ��, .�; r ,! 7� ! a� i3: (� a l� 1, �f i r . r ��.• V. f,! /`"1 PAIR P/Z_ CLAY I. n it �} j _ 1 �l 7{� a l.►M. i rA t' , ka6o>yo ice, Qon �,Y• r, NO i. f -O U REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: . THE WORK WAS I] WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METO DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: CD1 Weather: St. --k. Temp: i /^'t T -6v`�" .----, --.per Signature of,,Special Inspector v S /Print Name Certification #: 1, Verified by: Al Arr": 1 k - AM&4AAk www.mtglinc.com �•.Aa �i Corporate:���; 2992 E. La Palma Ave: Stec A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #:.J (LL s Aa Q Permit # ,') 19 1 � Report # PG 1 DF_ •' San Diego/Imperial County { 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 ` Dispatch: 888.844.5060 DAILY. INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT TIMEARRIVED J TIME DEPARTED EP .0 . O 'v ENGINEER TRAVEL TIME LUNCH TIME EINE: RACTOR /�j� SUB CONTRACTOR/�l/\�((.n (/�//11 Q r Q AI J-) 1 lT..ifTION ADDRESS c� ADDRESS OF PROJECT -7 _ Fs 3� H �I.La- C� 1*1-'XX" 79A 1 N .JT 1\ \ . W C3. tA,,,�C� TYPE OF INSPECTION ❑`BATCH PLANT ❑ MASONRY ❑ FIREPROOFING' "-J CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION - ❑ SHOTCRETE ❑ WELDING ❑ NDE FIELD ❑ ❑. BACK FILL. ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y❑•N❑ SPECS: Y❑ N❑' APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO R MATERIAL TEST REPORTS)- CONTRACTORS EQUIPMENT /MANPOWER USED: r L N 2 U 7 A.�_ tJ p ^' A \r�li�A� D� L�G'J�.o-AA �srzz4Grtefiilao�+oo3l. l�il,Y.en c5��`oa�i� r(—aQ So _o �� T�tR��443v 90`1 AREA -GRID LINES, PIECES INSPECTED:Q (] I,IA X I s '� ��� — . ilii f�� l9an Oli jwr tw rt.9 r6Lv-e.QJ✓1 1 Afe tna,,,, (�9•l �/w �l7 ,f ��/ 0S "/,y 4V NI7 r4,lell k X x4 L I A�, `) � J/�'�,A r: 4CA 7�nn_( O VVl 2_ fs ty Lf STRUCTURAL NOTES, DETAIL, OR RFIS USED: . - ✓ EF-� EE- Ee-� �E-5 FE -s ss z s9 sq s �z REMARKS, INCLUDING MEETINGS: / f// / /,rP � A Q,,5r�.�n.7�, �ct �/P--p—An? cry;—�r � IPS) A A FA I�rs�t .o.,.,a� /i'CA tf - - 6 I (A REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS 0 WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET® DID NOT MEET❑ THE requirements of the DSA/OSHPO/PROJECT approved documents. Samples taken: Weather: /A% �,. ai , 5,.,,,., Temp: �n� F—T, F (()� Signature of Specia Inspector c�0,11 sA�.�' N 4).4.s� rr /Print Name Certification #: a Verified by: _ Z.1_._, 4. A Fax www.mtglinc.com �w Corporate: 2992 E. La Palma Ave: Ste'A Anaheim, CA 92806 TW 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: ;',1 114 c, - Permit Permit # /)-7 Report # -4; PG OF •San Diego/Imperial County:;. ; 7313 Carroll Rd. Ste. G'". San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2 990 OSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAMEjig DATE / / iii �J�,/1 (_ APJ2 Ci //C/ 1, l a%t%� ��(/S ✓ f ARCHITECT^ TIME ARRIVED ' 1 TIME DEPARTED ENGINEER��{ TRAVEL TIME LUNCH TIME t ! - ! P_ -b CONTRACTOR SUB CONTRACTOR w n INSPECTION ADDRESS _ ADDRESS OF PROJECT _ 1�- � ��(�('l�f. l.... f(',lA•! 1i5 /�. ��t.\!la l.�'l�C�. / 1—Il�� li('Y �1. �1..A 1{� �VL I,i•. i.1 A.�}•.\.ti TYPE OF INSPECTION ❑BATCH PLANT ❑ MASONRY ❑ FIREPROOFING' �' ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE ❑ WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REP/O�RT NO. OR MATERIAL TEST REPORTS): • 1 \l � � �`� 1-+, i4 �}C•� -. ! iI . 41 p _,f L" 4� ixi � ��i��r��', CONTRACTORS EQUIPMENT I MANPOWER USED: L(%LAI -75 ( r?_. 1j {3ur o _i1�.11�r?,•i t !�_V liJl-! �Y AREA, GRID LINES, PIECES INSPECTED:t /� 9 6 (AA.q41,.- _.,.. l� !i .#'I ,1.AJl A .0 ��? /<' J 1 lGe.,c .`fI7.�Y! F -P t . F•f k ,.{ X .-A�e . FC -?. stn �! lf.L P� /, �� '�; 3'...�/ r� (}�.rJ!.Ph.i�9 �Y'-a.0✓✓-.r,�71 .. /i./.O.(�,/�-+.• /4•,r.9r[I A..,•�rG)�l fi't'�� ."LC ,Iivrt1:1 �._, ` n (. L1 -P �r+�-�J�.'� STRUCTURAL NOTES, DETAIL, OR RAS USED: r E-lr. EC-� Ems- 5t -S `� 5�,2 59 Sit S IZ REMARKS, INCLUDING MEETINGS: [\! RE-W-OR:AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS O WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METE] DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: 0 _ Weather: /.J L 71 — q+.., , Temp: a 'I r � Signature of Special Inspector ��1tti•_�tt' �c.� 1Z //Print Name / I Certification#: Verified by: -a 0 Ak www.mtglinc.com J S[ 7 'Corporate:; 2992 E. La Palma AvefSte?A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2 990 MTGL Project #:_514 5 An Permit # /37-9-9 1 Report#PG % OF_� DAILY INSPECTION REPORT DSA/CITY File Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT - TIME ARRIVED / TIME DEPARTED < CC ENGINEERS / TRAVEL TIME LUNCH TIME 'A 0 ;A A P CONTRACTOR` SUB CONTRACTOR/ INSPECTION ADDRESSSS ✓/�/# Q ^C, Lr f��// / /� //``j D (/nA�D•DRESS OF PROJECT 7n( y^ A ] /j /1 %L / - () J l / / l • i1: /Aii1 /A / l l , 1. a l Y /�l M .��I /�.( NLN C _1 / / � /1 / ✓ P% 'YIA./.�//.Ii(/ l I I L...;• A C�X TYPE OF INSPECTION C-6 BATC PH LANT ❑ MASONRY ❑ FIREPROOFING"' ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE 2 WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y O N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS. USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: tn% P.l PJLr/, ( � PA,_ bz, i _ Y. L IV -9 C5 I,) t/1 -P Ggf—s ( I o0 oo3 %/_/0,A4 1_/t to �a l ! ( �C .ltl! �Q 06 � AREA, GRID LINES, PO ECES INSPECTED: pp f / 4 / v d nn / _ } �A _ (/ n r t• XX 4„n z7 F&kbIla641 Li XvSPlUMr� /I...M..P_ /0 /41..,.P/l .rite 9no clf ry 11_4 I AAA JA off, r /Ix Vd1'7` 9 ra /04 STRUCTURAUNOTES, DETAIL, OR RAS USED: 2 rr _/. c�C. �. <. G /G i.., Dig�✓./ �1 dl�.f.� l I� ( C� /�Ll `J /" tij tG- `� L✓" _r _ REMARKS, INCLUDING MEETINGS: / / ^ `'7•[- ®�jg S�/ I Z o D nf�/ls • /i J f ��0 " . �/ /➢f /�P _ s 4!P�P / j D _� ,lG}(w (�,1.,A4,f�R-/- ,, (�I..�nt,/ h ate., _'Al _- f V d J- REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS (2 WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. a " MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METE) DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: (V Weather: C_ Temp: to ° r 1 ., O.APA fz C, (} Signature of'Special�nspector / GPnnt Name Certification #: S l 4 ""� \ _ Verified by: 0_0 San Diego/Imperial County 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT DSA/CITY File Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT - TIME ARRIVED / TIME DEPARTED < CC ENGINEERS / TRAVEL TIME LUNCH TIME 'A 0 ;A A P CONTRACTOR` SUB CONTRACTOR/ INSPECTION ADDRESSSS ✓/�/# Q ^C, Lr f��// / /� //``j D (/nA�D•DRESS OF PROJECT 7n( y^ A ] /j /1 %L / - () J l / / l • i1: /Aii1 /A / l l , 1. a l Y /�l M .��I /�.( NLN C _1 / / � /1 / ✓ P% 'YIA./.�//.Ii(/ l I I L...;• A C�X TYPE OF INSPECTION C-6 BATC PH LANT ❑ MASONRY ❑ FIREPROOFING"' ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE 2 WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y O N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS. USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: tn% P.l PJLr/, ( � PA,_ bz, i _ Y. L IV -9 C5 I,) t/1 -P Ggf—s ( I o0 oo3 %/_/0,A4 1_/t to �a l ! ( �C .ltl! �Q 06 � AREA, GRID LINES, PO ECES INSPECTED: pp f / 4 / v d nn / _ } �A _ (/ n r t• XX 4„n z7 F&kbIla641 Li XvSPlUMr� /I...M..P_ /0 /41..,.P/l .rite 9no clf ry 11_4 I AAA JA off, r /Ix Vd1'7` 9 ra /04 STRUCTURAUNOTES, DETAIL, OR RAS USED: 2 rr _/. c�C. �. <. G /G i.., Dig�✓./ �1 dl�.f.� l I� ( C� /�Ll `J /" tij tG- `� L✓" _r _ REMARKS, INCLUDING MEETINGS: / / ^ `'7•[- ®�jg S�/ I Z o D nf�/ls • /i J f ��0 " . �/ /➢f /�P _ s 4!P�P / j D _� ,lG}(w (�,1.,A4,f�R-/- ,, (�I..�nt,/ h ate., _'Al _- f V d J- REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS (2 WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. a " MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METE) DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: (V Weather: C_ Temp: to ° r 1 ., O.APA fz C, (} Signature of'Special�nspector / GPnnt Name Certification #: S l 4 ""� \ _ Verified by: 0_0 Ak www.mtglinc.com Corporate: •" 2992 E. La Palma Ave. Ste:'A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: _� /ri C> 4 ; Arr":& www.mtglinc.com •;:. Corporate: 2992 E. La Palma AveSte.A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: b I LC EH D 9 Permit # Report #—L— PG / DF / a San Diego/Imperial Count' 7313 Carroll Rd. Ste. G'"f San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DAILY INSPECTION DSA/CITY File #: REPORT DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME / P/J.Ptr f A o DATE 0 3b/ p'1�,,W/71 ARCHITECT TIME ARRIVED / TIME DEPARTED ENGINEER /�..� L � Y7 C7,/ 14P -f' TRAVEL TIME LUNCH TIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS Ill , 1. /(� � I ADDRESS OF PROJECT a (taK�ft� 7q- K 15 i-1 ► n rvn l,1 t , La /' r tt,, TYPE OF INSPECTION BATCH PLANT ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ FOUNDATION ❑ SHOTCRETE ❑ BACK FILL ❑ CONCRETE - ❑ MASONRY ❑ FIREPROOFING `"J ❑ CEILING WIRE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ Z WELDING ❑ NDE FIELD ❑ ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: APPROVED DOCUMENTS: APPROVED PLANS Y ❑ SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): nr 2"?,9-rp�� . CONTRACTORS EQUIPMENT /MANPOWER USED: / it % , (n/, // �.0 %i _ 7 lI A,e- G � �.0 lA , lk% yg p cSAo 7 / AREA, GRID LINES, PIECES INSPECTED: AA'ei2•_+.A? �n.Y t X�o /' l ✓Y STRUCTURAL NOTES, DETAIL, OR RFIS USED: t�P _ n 1, 6' �. .,� I �►� �' REMARKS, INCLUDING MEETINGS: �^ QS REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASE] WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with OSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor` Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: Temp: +<1 or 1.4c, C n Signature of SpeciarAfispector // Pint-NName Certification #: Verified by: A,6� www.mtglinc.com Corporate: _; 2992 E. La Palma Ave'Ste A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: ;, I Z4 514 D �1 ` Permit # Report # / PG / OF / San Diego/Imperial Countyv 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT,r" - TIME ARRIVED / ___,.,'!IME DEPARTED / 7. ENGINEER A r TRAVEL TIME LUNCH TIME CONTRACTOR ; / SUB CONTRACTOR INSPECTION ADDRESS1 , / ADDRESS OF PROJECT !� 7I_1��I,lY N)•lf�l,�.! �l.f/.4✓{'"�1 WI�� /rA•F�'�111�rn/A1r1,ft�1 ,R-✓�1��(Illht/� TYPE OF INSPECTION -ET—BATCH PLANT ❑ MASO RY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE 0 WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): R-9 17,t-rv.�,� CONTRACTORS EQUIPMENT/ MANPOWER USED: t . r n ¢ , I, P X -9i> r/ f. 1' �=f� �iC h��t lid �/`�Pmt 1-� �iltJ�/�. OC.P�r� CC�a yo.l 67l AREA, GRID LINES, PIECES INSPECTED:' //� /•),�e if JAY/, it P 'iJ•{�,J'.!! .��i" ,�ii.C.1. 1f �"7-l.i�/ i�P.il,�,��%J3 %i il..y In l��/.,e.I�Q.� l",� lop ��l.Ir33'Lif / ,�1,0.O./ /,,.rr,J�/ 1••?, i1.,'L�l�.`"/^ ._ � r! Y./n.�n,r( I/.s�`a�l,/?fJ_ / . -,rP f2.9sv� .,,_. �a .�t. 1 %��__.:a _. r- STRUCTURAL NOTES, DETAIL, OR RAS USED: t� F�1 r..IA /. /� - I`+ Jidb '.'�f. / G .. rfw %+.:r-.r•�J /}j � r , l.iY47 .. _ C i .e.l /a;t� G� REMARKS, INCLUDING MEETINGS: -f Mr> t< r.P Q rs� s . `'^k� � �!i �' r^ ,� � � f !_ A :.:-t�✓� .t'� CrG.�71 _ P '4AC f • 6 F` REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASE] WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor - Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: Temp: Signature of Special, In"spector Print Name Certification #: Verified by: /_5"--1 Ia. Aff. "I X * "UUA"W www.mtglinc.com Corporate:• 2992 E. La Palma AV e. A Anaheim, CA 92806 Tel: 714.. 32.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 MTGL Project #: 14 A a Permit # 0 Report #--,) PG DF 1 San Diego/Imperial County" 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME Divi. ",,17.7 DATE ARCHITECT TIME ARRIVED / `J TIME DEPARTED ENGINEER M Opp � � .e TRAVEL TIME LUNCH TIME _- NTRACTOR lj P v SUB CONTRACTOR , �!%, R1� � � LJ [INSPECTION:AIDDRESS o' �( �( DDRESS of PROJECT TYPE OF INSPECTION BATCH PLANT ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ FOUNDATION ❑ SHOTCRETE ❑ BACK FILL ❑ CONCRETE ❑ MASONRY ❑ FIREPROOFING `"� ❑ CEILING WIRE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ 0 WELDING ❑ NDE FIELD ❑ ❑ SHOP WELD ❑ NDE SHOP ❑ OSA/OSHPD/PROJECT: AVAILABLE: APPROVED DOCUMENTS: APPROVED PLANS, Y ❑ N ❑ SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): ALc% l'P�� CONTRACTORS EQUIPMENT/ MANPOWER USED: J 6 0 Za 7 AREA; GRID LINES, PIECES INSPECTED: r .tri ,A STRUCTURAL NOTES, DETAIL, OR RAS USED: REMARKS, INCLUDING MEETINGS:-� l ALMLAA.A t�f�.Q. .P.f �� ` tslh aCn n . 11 w inn i" A" REWORK AS PERCENT OFALL-WORK TODAY:, t PERCENT PROJECT COMPLETE: THE WORK WAS t] WAS NOT ❑ - Inspected in accordance with the requirements of the OSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor . Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET ❑ DID NOT MEET ❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: I Weather: Temp: �/� o� �13 (� 0 0 Signature of SP-ciat'Inspector Certification #: Verified by: Name www.mtglinc.com r. Corporate: a�� ;� 2992 E. La Palma Ave: Ste: A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 fia � K Y San Diego/Imperial Count r' F 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 MTGLProject#: ,9 I L,:. -) f"1 ,A DAILY INSPECTION Permit#� 7_ K� i REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL #: Report # PG / OF 1 DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME f _..�-• DATE ARCHITECTTIMEARRIVED TIME DEPARTED ENGINEER /' TRAVEL TIME LUNCHTIME �t / CONTRACTOR —� �f SUB CONTRACTOR/ INSPECTION ADDRESS P �;y ADDRESS OF PROJECT �_ ! ; -a !/ � ;.tr ,l /!l /_ ., " TYPE OF INSPECTION ❑ BATCH PLANT ❑ MASONRY ' ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION ❑ SHOTCRETE 0 WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): %J � � t 'i_ � c � P Y�.i..n., � r � f i<7 �, a' F� J'i � r � i ,1: e4t'�•�r11'� .�J CONTRACTORS EQUIPMENT/ MANPOWER USED: k7 L A/I I; i.) AREA, GRID LINES, PIECES INSPECTED: //' �} �j rl'.F iIF�:/±>•i,'-FFA%��i. f!�� ��•z P�iSr .�d.i.Ch,s (/�l.�rX J.• yr_+F'..✓'.e��/rt � / O./1. .�. \ I sl.r.-+gin � /s ...i �X 0. 11 J.id rI/Jt 11ll e;.V�.ez 9 P ".r. /9�;� I / 10_ / STRUCTURAL NOTES, DETAIL, OR RFIS USED: PIA J/' j _I _ h % . \.iS� i�.,t`_'i�!i'1 r'2 ,.rf;;' k l� �_ l ,*i ._..e .... /4•i� U. REMARKS, INCLUDING MEETINGS:-j�_�` / V l + /t} j } {fjtirVt, t \.1.: L, l JIF�r �4` P/�e d f 1I �_tn j Aft.t�1MAAi� 'A w r,� �-' �() ��%X��-�=✓Y 1. >'�' -• r l 4\M1 CTf1 1 .l'\ .9 �h w 1 �'in U'� `•N1 ! L 1.1 REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ❑ WAS NOT❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ THE requirements of the OSA/OSHPD/PROJECT approved documents. Samples taken:' Weather: Temp: %� n` f �,5 YIr\ 6 ' C1 "Vvg P �! <c 1, * Signature of SSpecial"Inspector /'Print Name ` Certification #: �F to� Verified by: 16 3 Arrrm "Nillal www.mtglinc.com d Corporate: •,; 2992 E. La Palma Ave: Ste._A Anaheim, CA 92806 Tel: 714.632.2999 . Fax: 714.632.2974 �> Dispatch: 800.491.2990 MTGL Project—#:,014'5 A D 9 Permit#�/ /7 — $� Z Report # PG _L_ OF *.-+--.......+.................fir-..o.�.ar tya.......o •-.....« ..+-..... r s �p�c • rr�..••^...-....... _. DAILY INSPECTION DSA/CITY File #:_ REPORT DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, ori a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME / P P DATE o ARCHITECT ^� San Diego/Imperial County "" Inland Empire: 7313 Carroll Rd. Ste. G TRAVEL TIME LUNCHTIME l a 14467 Meridian Pkwy., Bldg. 2-A San Diego, CA 92121 Riverside, CA 92518 Tel: 858.537.3999 ADDRESS t/ADDRESS [IN Tel: 951.653.4999 Fax: 858.537.3990 " r Fax: 951.653.4666 Dispatch: 888.844.5060 DSA/OSHPD/PROJECT: AVAILABLE: APPROVED DOCUMENTS: APPROVED PLANS .Y ❑ Dispatch: 800.491.2990 DAILY INSPECTION DSA/CITY File #:_ REPORT DSA/OSHPD APPL #: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, ori a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME / P P DATE o ARCHITECT ^� TIME ARRIVED ( TIME DEPARTED ENGINEER 4 TRAVEL TIME LUNCHTIME l a NTRACTORSUB CONTRACTORs �ASPECTION ADDRESS t/ADDRESS [IN OF PROJECT TYPE OF INSPECTION ❑ BATCH PLANT ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ FOUNDATION ❑ SHOTCRETE 0 -BACK FILL ❑ CONCRETE ❑ MASONRY ❑ FIREPR00 ING ❑ CEILING WIRE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ B WELDING ❑ NDE FIELD ❑ ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: APPROVED DOCUMENTS: APPROVED PLANS .Y ❑ SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): NP P A c.J 1 CONTRACTORS EQUIPMENT/ MANPOWER USED: 9 L �. ,AeP C66 a 9,-7 J AREA, GRID LINES, PIECES INSPECTED: A _4 STRUCTURAL NOTES, DETAIL, OR RAS USED: REMARKS, INCLUDING MEETINGS: ph i- r .ra.d : S U 1 CXf tQ_ a kkpA�C W REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ❑ WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING -WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET❑ DID NOT MEET❑ - THE- requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: K w. .. nn Temp:��ic� 9an� oR� a _ Signature of Speciia sspector "X N Print Nam Certification #: 14 3 t , Verified by: I Arr., r M, www.mtglinc.com 'All Corporate: 2992 E. La Palma Ave?°Ste -A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 '�, Dispatch: 800.491.2990 MTGL Project j l z, '� A 0 Q Permit #_ 11-7 Report # ? PG j OF San Diego/Imperial Count • °' ;Y ws 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 ` Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.4 91.2 990 DAILY INSPECTION DSA/CITYFile#:_ REPORT DSA/OSHPD APPL DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME /-- DATE ARCHITECT _ TIME ARRIVED / TIME DEPARTED ENGINEER TRAVELTIME LUNCHTIME CONTRACTOR U SUBCONTRACTOR , Qi'7. ~+sr-r�,va 11flip!<411 INSPECTION ADDRESS (j T? ADDRESS OF PROJECT ��l/} q ¢ _ .i`� f/.`,%�i,�,v.°,rt++/r� 711_ i����/.n +r,ryi� J/1.%r, ��►i..,t71/ TYPE OF INSPECTION ❑ BATCH PLANT ❑ MASONRY ❑ FIREPROOFING ❑ CEILING WIRE ❑ ENGINEERED FILL ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL ❑ ❑ FOUNDATION • ❑ SHOTCRETE O WELDING ❑ NDE FIELD ❑ ❑ BACK FILL ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. 08 MATERIAL TEST REPORTS): Nr, Or) Ae. ,P rAt t CONTRACTORS EQUIPMENT /MANPOWER USED: L -Al 2 f ,) / ('LA fA)`P5' (,,A- AREA, ,A AREA, GRID LINES, PIECES INSPECTED. ,^ n ..i� /; .F l.�P fTii f_`!1 'i%l i�nr l t11/i1 /('yl f' 1Ji:yi in %lf"f lr rs hl J,rll 14, P_Pfr� t'; ., ,_s).r .�= P!r _ .r �1 0. /. .'h t. 3� +.A , ¢•Cu /X _: STRUCTURAL NOTES, DETAIL, OR RAS USED: REMARKS, INCLUDING MEETINGS: /' // L? OY {r..I,/�/) � • �i�/.ps .� .^d !lw/�P / /Y�J�i? ..��/t. �n � �/,c•..>-x. i�.... rY `n C.//��/� ter• /,t�'F'.:ir•.�l! I �I I/ i��ls, t/'/�-G� /"w Z.ESt�•ZA_y.?.YrL-?nr�NCD,.'vl++/t.t.+Sf ��c'�/M �_t.�/5/ INt-0 REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS O WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ❑ WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET(--] DID NOT MEET❑ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Q' Weather: Temp: Signature of Special lnsspector V cr ti �;1J5y.�t,P 1 C 1 A // Print NarnV Certification #: �g�� ;rte �� 7XI S Verified by: ///—e►���