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Published byCynthia Oliver Modified over 9 years ago
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NOTE: REFERENCE PROJECT MANUAL DATED 1/20/14 FOR THE BALANCE OF PROJECT REQUIREMENTS (THIS NOTE APPLIES TO ALL PHOTO SHEETS). PHOTO. NO.DATE: 01/20/14 REVISIONS Construction Services 170 Long Lane Middletown, CT 06459 WESLEYAN U N I V E R S I T Y P-001 CROSS STREET SIDEWALK REPLACEMENT / STAMPED CONCRETE PROJECT SECTION 00020 - EXISTING CONDITION PHOTOS MAJOR MAINTENANCE FY 15
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PHOTO. NO. REVISIONS Construction Services 170 Long Lane Middletown, CT 06459 WESLEYAN U N I V E R S I T Y DATE: 01/20/14 CROSS STREET SIDEWALK REPLACEMENT / STAMPED CONCRETE PROJECT SECTION 00020 - EXISTING CONDITION PHOTOS P-002
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PHOTO. NO. REVISIONS Construction Services 170 Long Lane Middletown, CT 06459 WESLEYAN U N I V E R S I T Y DATE: 01/20/14 CROSS STREET SIDEWALK REPLACEMENT / STAMPED CONCRETE PROJECT SECTION 00020 - EXISTING CONDITION PHOTOS P-003
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PHOTO. NO. REVISIONS Construction Services 170 Long Lane Middletown, CT 06459 WESLEYAN U N I V E R S I T Y DATE: 01/20/14 CROSS STREET SIDEWALK REPLACEMENT / STAMPED CONCRETE PROJECT SECTION 00020 - EXISTING CONDITION PHOTOS P-004
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PHOTO. NO. REVISIONS Construction Services 170 Long Lane Middletown, CT 06459 WESLEYAN U N I V E R S I T Y DATE: 01/20/14 CROSS STREET SIDEWALK REPLACEMENT / STAMPED CONCRETE PROJECT SECTION 00020 - EXISTING CONDITION PHOTOS P-005
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PHOTO. NO. REVISIONS Construction Services 170 Long Lane Middletown, CT 06459 WESLEYAN U N I V E R S I T Y DATE: 01/20/14 CROSS STREET SIDEWALK REPLACEMENT / STAMPED CONCRETE PROJECT SECTION 00020 - EXISTING CONDITION PHOTOS P-006
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PHOTO. NO. REVISIONS Construction Services 170 Long Lane Middletown, CT 06459 WESLEYAN U N I V E R S I T Y DATE: 01/20/14 CROSS STREET SIDEWALK REPLACEMENT / STAMPED CONCRETE PROJECT SECTION 00020 - EXISTING CONDITION PHOTOS P-007
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PHOTO. NO. REVISIONS Construction Services 170 Long Lane Middletown, CT 06459 WESLEYAN U N I V E R S I T Y DATE: 01/20/14 CROSS STREET SIDEWALK REPLACEMENT / STAMPED CONCRETE PROJECT SECTION 00020 - EXISTING CONDITION PHOTOS P-008
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