Vallecito Dam Construction Project
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- View of left abutment from center of spillway (5)
- Looking along axis toward left abutment from centerline of spillway. (Photographic point No. 1)., Original photo number: Pine R - 136
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- View of left abutment from center of spillway (6)
- Looking along axis toward left abutment from centerline of spillway. Excavation for cut-off trench is practically complete., Original photo number: Pine R - 228
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- View of left abutment from center of spillway (7)
- Looking along axis toward left abutment from centerline of spillway. (Photographic point No. 1)., Original photo number: Pine R - 237
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- View of left abutment from center of spillway (8)
- Looking along axis toward left abutment from centerline of spillway. (Photographic point No. 1). Note portion of cut-off wall covered with canvas in foreground, and panel forms being set for another portion., Original photo number: Pine R - 244
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- View of left abutment from center of spillway (9)
- Looking along axis toward left abutment from centerline of spillway. (Photographic point No. 1). Refilling of cut-off trench in foreground is nearly complete., Original photo number: Pine R - 250
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- View of left abutment from right bank of spillway (1)
- Looking along axis toward left abutment from right bank of spillway. (Photographic Point No. 1) Excavation at left foreground is for completion of cutoff wall and placing lean concrete foundation under spillway inlet channel floor., Original photo number: Pine R - 293
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- View of left abutment from right bank of spillway (2)
- Looking along axis toward left from right bank of spillway. (Photographic point No. 1). Forms for spillway gate structure in foreground. Refer to Pine R - 318., Original photo number: Pine R - 295
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- View of left abutment from right bank of spillway (3)
- Looking along axis toward left abutment from right bank of spillway. (Photographic Point No. 1). Forms from left wall of spillway gate structure in foreground. Refer to Pine R - 351., Original photo number: Pine R - 296
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- View of left abutment from right bank of spillway (4)
- Looking along axis toward left abutment from right bank of spillway. (Photographic Point No. 1). Average elevation of fill - 7660. Refer to Pine R - 385., Original photo number: Pine R - 297
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- View of left abutment from temporary diversion channel
- looking toward left abutment from right side of temporary diversion channel (135 ft. upstream from axis at sta. 25+50). Placing compacted embankment in diversion channel in right foreground. Temporary cofferdam at left foreground., Original photo number: Pine R - 438
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- View of portion of contractor's camp
- View of 2-room duplex residences built by Martin Wunderlich Co., Original photo number: Pine R - 037
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- View of portion of government camp (1)
- View of portion of government camp. Beginning at right side buildings are: permanent residence, office, and four temporary residences., Original photo number: Pine R - 036