KVPT’s Patan Darbar Earthquake Response Campaign - Work to Date - September 2016

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Kathmandu Valley Preservation Trust Mission The Kathmandu Valley Preservation Trust (KVPT) was founded in 1991 with the mission to safeguard the extraordinary and threatened architectural heritage of the Kathmandu Valley in Nepal. The negative impact of today’s development pressures and the Valley’s seismic activity pose a threat not only to individual monuments but to the future of public space and urban life in the valley at large. Over the past quarter-century, KVPT has saved over 55 historic buildings including temples, step-wells, monasteries, palaces, and homes, and has launched three major campaigns for preservation on an urban scale. KVPT collaborates with community groups, local and international specialists, educational institutions, and the Department of Archaeology of the Government of Nepal. Restoration and conservation operations have initiated key research and training programs, and the KVPT office in Patan Darbar Square has become a resource center for architecture and urbanism in Nepal. Support KVPT is the only international organization dedicated to architectural preservation in the Kathmandu Valley, and the only such agency registered with the Government of Nepal’s Social Welfare Council. Each project is executed by KVPT on a turn-key basis in close partnership with the Department of Archaeology, the official agency for cultural heritage preservation. KVPT is a registered 501(c)(3) non-profit organization in the United States, and donations are fully U.S. tax-deductible. Most of KVPT’s projects rely on a combination of local and international funding including local community groups, individuals, and businesses in Nepal alongside international counterparts from Asia, Europe and the United States. KVPT Patan Darbar Earthquake Response Campaign See our website (kvptnepal.org) and www.kvptearthquakeresponse.org for updates and information about how to support ongoing efforts, or contact us at: KVPT – NEPAL P.O. Box 13349 Kathmandu, Nepal Phone: +977 1 55 46 055 Email: info@kvptnepal.org KVPT – UNITED STATES 36 West 25th Street, 17th Floor New York, NY 10010, USA Phone: +1 212 727 0074 Email: info@kvptnepal.org Meet our team through photos and audio interviews at www.kvptstories.org 466
Kathmandu Valley Preservation Trust Patan Darbār Earthquake Campaign Donors (list in formation September 1, 2016) Donors for each project are listed alphabetically. North Taleju Temple Prince Claus Fund for Culture and Development (Netherlands) Sumitomo Foundation (Japan) South Taleju Temple U.S. Ambassadors Fund for Cultural Preservation Sundari Cok East Wing Ministry for Foreign Affairs, Federal Republic of Germany Bahadur Shah and Mul Cok Roof Repairs at Patan Royal Palace Complex U.S. Ambassadors Fund for Cultural Preservation South Manimaṇḍapa Ministry for Foreign Affairs, Federal Republic of Germany Himal Initiative Deutschland e.V., Bamberg (Germany) Mangal Tol Sudhar Sangha The Embassy of Japan in Nepal Prince Claus Fund for Culture and Development (Netherlands) South Asia Institute (SAI), Heidelberg (Germany) North Manimaṇḍapa Ministry for Foreign Affairs, Federal Republic of Germany The Embassy of Japan in Nepal Vishveshvara Temple British Embassy, Kathmandu Global Heritage Fund (United States) The Embassy of Japan in Nepal Prince Claus Fund for Culture and Development (Netherlands) Char Narayana Temple Bonhams, New York (United States) The Embassy of Japan in Nepal John Eskenazi Foundation, London (United Kingdom) South Asia Institute (SAI), Heidelberg (Germany) World Monuments Fund (WMF) through support from American Express (United States) Krishna Mandir Gerda Henkel Foundation, Düsseldorf (Germany) The Embassy of Japan in Nepal Harishankara Temple Gerda Henkel Foundation, Düsseldorf (Germany) Lion Pillar University of Applied Arts, Vienna (Austria) Yoganarendra Malla Pillar University of Applied Arts, Vienna (Austria) Post-Earthquake Support for KVPT Neil Kreitman, Monomos Foundation Nick Simons Foundation Rubin-Ladd Foundation Mary S. Slusser Sarah Billinghurst Solomon Ivan Zimmerman University of Applied Arts, Vienna (Austria) Norwegian Directorate for Cultural Heritage (Riksantikvaren), Oslo (Norway) In appreciation for their enthusiastic support of the Campaign in Patan, Heidelberg, and New York: Christiane Brosius Kanak Mani Dixit Axel Michaels Pratima and Prithivi Pande and Susannah Robinson 467
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Nepal Patan Darbar Earthquake Respo
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In acknowledgment of the sincere ef
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Plan of Patan Darbar (Royal Palace
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6
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Map of Patan- World Heritage Site s
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Patan Darbar Earthquake Response Ca
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Preservation Trust moved rapidly to
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order to help the many local and in
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tural and climatic considerations b
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This overview of Campaign Project b
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23
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Recapturing Lost Elements — Thoug
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notably the weathering that causes
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The debate has been presented here
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In the summer, more than 20,000 tou
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of the iconic monuments of the coun
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in very exceptional cases. Empty ni
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ological Survey of India to restore
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at present, the replacement of tile
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Department of Archaeology were not
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on caste membership, he is born a c
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Such a process of repair, replaceme
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of the old bricks, new bricks will
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Bibliography (publications cited in
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Typical Seismic Issues in Newar Arc
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Seismic Issues Manual - in Developm
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2. Timber Column Base Connections D
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4. Wood Rot and Rising Damp Descrip
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6. Wall Plate Detailing Description
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64
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ening, Programme Director Ranjitkar
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Manimandapa south The rotten base b
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A "Recipe for Restoration," publish
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Patukva Agam Structural improvement
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The Kathmandu Darbar Initiative (19
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Mahavishnu Temple As another compon
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Part III Current Model Projects aft
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ument. (See the July 2016 draft of
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established that the building is on
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Opposite page Manimandapa analysis-
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Alternatively, life safety performa
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Plan drawing of Manimandapas showin
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Manimandpa Base isolation detail sh
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Near right Manimandapa Concept show
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The main goals of this solution are
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cyclical monsoon rains, would be ex
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kicked out at the same time, and th
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Cārnārāyaṇa Temple Northern el
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Cārnārāyaṇa Temple Plan scale
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Cārnārāyaṇa Temple Tripartite
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Cārnārāyaṇa Temple. Tripartite
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Char Narayana Temple after earthqua
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Opposite Char Narayana Temple Detai
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The four-stepped cornice is heavily
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Char Narayana Temple Tympanum (tora
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122
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Char Narayana Temple Inspection of
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Left Char Narayana Temple East elev
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Chār Nārāyaṇa Temple: Structur
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Top Cārnārāyaṇa Temple Souther
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Char Narayana Temple Repair / resto
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Char Narayana Temple Southern porta
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Char Narayan Temple The broken part
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Harishankara Temple (Hariśaṅkara
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Harishankara Temple Niels Gutschow
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wall brackets feature seven male fi
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mensions and techniques in order to
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151
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Harishankara Temple Section drawing
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Harishankara Temple A hybrid deity,
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Harishankara Temple The Eight Mothe
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Harishankara Temple Carpenters from
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Opposite Some 300 (of the original
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Harishankara Temple Details of the
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Ground floor The pillars Two of the
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Other For the three eaves, 292 eave
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Harishankara Temple Replication of
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Top Left Cleaning the secondary jam
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Top Left Repair of the cornice abov
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Top Left Replication of two pillars
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Top Left Repair of the stepped oute
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Harishankara Temple Repairing the b
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Top The surviving secondary jamb of
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Top Replacement of the circular mid
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Top Eastern doorway, details of the
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Indra Kaji Shilpakar from Bhaktapur
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The west-north block (bhailakva) ab
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The complete Harishankara pinnacle,
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The deformations on the ring of ām
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Harishankara Temple Salvaged Archit
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Four of the 20 tympana (toraṇa) a
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Four of the 20 tympana (toraṇa) a
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The four corner tympana above the a
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Sixteen medallions featuring the kn
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Four of the eight struts supporting
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Four of sixteen struts of the middl
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Four of sixteen struts of the middl
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Harishankara Temple Twenty-four str
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Harishankara Temple Four of twenty-
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Harishankara Temple First level abo
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Harishankara Temple Second level ab
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Harishankara Temple Top right Prepa
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Harishankara Temple Reconstruction
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232 Bibliography Leiner 2010: Leine
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Vishveshvara Temple East side, dama
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Vishveshvara Temple West side, dama
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Vishveshvara Temple Tympana (torana
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Vishveshvara Temple - structural re
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“Vishveshvara Temple - structural
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Vishveshvara Temple Shoring concept
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Vishveshvara Temple Shoring concept
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Vishveshvara Temple The replacement
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Patan Darbār Square, looking east
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South Manimaṇḍapa, east (back)
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Top Left Back (east) sides of North
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264
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Clockwise From Above Bijay Basukala
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Tirtha Ram Shilpakar replicating a
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Left Machaman Shilpakar, restoring
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Shyam Krishna Shilpakar saws the te
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South Manimaṇḍapa South elevati
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South Manimaṇḍapa reconstructio
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Top left Original base of a column
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Bhaktapur, Indra Kaji Shilpakar’s
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Left Patan, 28. March 2016 Pushpa R
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Left Bal Krishna Shilpakar and Tirt
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Left Side I of the four-sided colum
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Left Side III of the four-sided col
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Top and Bottom Left Patan, 20 March
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Patan, 15 April 2016 Carved beam en
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South Manimaṇḍapa Shaft detail
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Column Comparison From left to righ
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Top Left Pushpa Raj Shilpakar carve
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Top South Manimaṇḍapa Reinforce
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Patan, 31 March 2016 Inventory of t
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Opposite Inventory of the surviving
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Top South Manimaṇḍapa At ground
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Top South Manimaṇḍapa Detailed
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Left South Manimaṇḍapa Document
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South Manimaṇḍapa Bal Krishna S
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South Manimaṇḍapa A metal fence
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North Manimaṇḍapa North east co
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North Manimaṇḍapa Elevations of
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North Manimaṇḍapa Field measure
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North Manimaṇḍapa Woodcarver ad
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North Manimaṇḍapa The damaged p
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Top North Manimaṇḍapa Woodcarve
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North Manimaṇḍapa The existing
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3 Panauti, Kirtimukha on the styliz
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7 and 8 South Mandapa Metha nos. 1,
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15 Stylized double roof moulding at
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Krishna Temple, 1637 (Kṛṣṇa M
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Investigation and Research of Krish
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5 Krishna Temple Ground floor plan
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an earthquake. It is only these fou
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Right 16 Damaged stone carving 17 D
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26 Stone type no. 1: Probably basal
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Krsna templa, restoration project.
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Sundari Cok Sundari Cok East Wing (
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Sundari Cok East Wing By Niels Guts
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Sundari Cok Ground floor and first
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Sundari Cok Design for the east win
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Sundari Cok The central window of t
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Sundari Cok The brickwork of the ea
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Sundari Cok The east wing’s court
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Sundari Cok Courtyard, view towards
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Sundari Cok The ground floor of the
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Sundari Cok The cornice of the proj
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Sundari Cok East facade of the cour
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Sundari Cok East wing, the ridge be
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Sundari Cok East wing, courtyard fa
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Top left Mul Chowk west facade with
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Taleju Agam North Projects by the T
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Opposite The third level gallery in
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Top Taleju Agam North/Mul Cok North
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Top Thumbnail of the full Taleju No
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Right Detail of the displaced top r
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Top Elements of the dismantled dome
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Above Workers carefully clean the u
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Top Left Planking, marine grade ply
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Taleju Agam South (Mul Cok, Patan R
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Taleju Agam South Pre-earthquake pr
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Left and Right Taleju Agam South ro
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Top Left and Right Existing poor co
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Historic gilded copper sheet is lai
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Top Left and Right Deteriorated wat
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Page 419 and 420: Top Left The top tier roof of South
Page 421 and 422: The South Taleju tower after comple
Page 423 and 424: Lion Pillar of Bhimsen Temple (Sing
Page 425 and 426: Lion Pillar of Bhimsen Temple (Sing
Page 427 and 428: Lion Pillar of Bhimsen Temple The r
Page 429 and 430: Appendices Introduction Notes on Po
Page 431 and 432: Appendix I (Rohit Ranjitkar)
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Page 456 and 457: After the massive April 25 earthqua
Page 458 and 459: Part 1: General Provisions 5. Autho
Page 460 and 461: 19. Traditional Practices and Comme
Page 462 and 463: the activities prescribed by the re
Page 464 and 465: (b) The objects displaced from thei
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KVPT’s Patan Darbar Earthquake Response Campaign - Work to Date - September 2016

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